6 TOWN Baidyabati Is Situated at a Distance of About 40 Km in The

TOWN

Baidyabati is situated at a distance of about 40 Km in the northernly direction from Kolkata and is well connected with city by a railway line and highway namely G. T. Road and Delhi Road. The population of Baidyabati Municipality as per 2001 census report is 1,08,000 and projected population of 2011 is 1,32,000.

Core components like I & D Sewer, L. S., M. P. S. and S. T. P. participation, afforestation have been taken up under Ganga Action Plan, Phase – II. All the schemes have been completed.

PROPOSED SCHEME

The present scheme is for riverfront development work at 7 Nos. of locations where exists heritage ghats in a very dilapidated condition.

The proposed ghats are : a) Nistarini Ghat b) Nahabat Ghat c) Mukherjee Ghat d) Shyamacharan Chatterjee Ghat e) Hatisala Ghat f) Suri Ghat g) Manirampore Ghat

FUNCTION OF THE GHATS

1. Immersion of idols

2. Religious rites and rituals

3. Bathing, Holy dips

4. Transportation mode

5. Leisure and recreation

6. Historic and heritage spots

7. Touristic destinations

MAJOR ITEM OF WORKS a) Bank protection b) Repair and facelifting of existing pavilions c) Extension and repair of ghats, water staircases d) Restoration and facelifting of temple pavilion e) Landscaping work f) Illumination

8 CHECK LIST FOR DISASTER MANAGEMENT

Does the project involve any creation / modification of structural / engineering assets including land reclamation or changes to existing land use plans? No.

If yes, then the costs involved in prevention and mitigation of disaster(s) (natural and man – made) would need to be included fully in the project cost.

a. What is the location of the project area? Reasons for the site. Have possible alternative sites been considered? Is the type of activity envisaged in the area compatible with the provisions of relevant NDMA Guidelines? N. A.

b. Identity the possible risks and analyze the likelihood and impact from earthquakes, floods, cyclones and landslides due to the location of the project sites as well as through secondary evidence. N. A.

c. What are the landuse directives, regulations applicable? List preventive measures enshrined in regulations which are to be complied with and confirm compliance. N. A.

d. Based on the prioritization of risks, the mitigation measures being contemplated, both structural and non – structural. Confirmation that implementation of the selected mitigation measures will not create new risks. N. A.

e. Confirmation that the design and engineering of the structure has taken into consideration the National Building Code 2005, the appropriate BIS Codes and the NDMA guidelines. Other sources such as Indian

9 Road Congress Manual, Ministry of Road Transport, Highways and Shipping manual, Railway Board manual, Central Public Health Engineering Organization (Min. of Urban Development) manual, Central Electricity Authority Manual and Central Water Commission manual etc. may also be consulted where applicable. Confirm that all relevant I. S. Codes are used.

f. Has the cost of disaster treatment / mitigation measures been included in the overall project cost? Yes.

g. Also indicate that the whole process of risk assessment has been done based on available information and secondary evidence and the mitigation measures(s) are in conformity with the statutory and other regulatory requirements and are the most viable ones in the present circumstances. N.A

Some special items on which information will be furnished are given below :

1. Siting of Projects : River Front Development, Baidyabati.

2. Nature / Type of Project : Improvement of existing water staircases, pavilions, bank protection, at the existing heritage ghats along River Hooghly.

3. Hazard risk to the project : No.

4. Mitigation / Reduction of Risk : N. A.

10 5. Impact of the Project on the Environs and the People : Potential sites of religious, cultural, educational, recreational and architectural interest which draw a number of visions along the bank of Hooghly.

Check List For Natural Disaster Impact Assessment

Name of the Project : Riverfront Development, Baidyabati.

State : West Bengal

District : Hooghly

Project Estimate : Rs. 504.90 lakh

1. Siting of the Project :

1.1 Earthquake Zone (Any known geological fault near by may be listed) – Zone IV.

1.2 Cyclone Proneness (If close to sea coast) and Vulnerability : N.A.

1.3 Landslide Proneness and Vulnerability : N.A.

11 1.4 Tsunami proneness (If close to sea cost) and Vulnerability : N.A.

1.5 Existence of Dams or Barrages upstream : N.A

2. Nature / Type of Project - Improvement of existing water staircases, pavilions, bank protection, at the existing heritage ghats along River Hooghly

3. Mitigation / Reduction of Risk :

Construction and maintenance of the proposed assets will be guided by the specific codes / manuals.

4. Impact of the Project on the Environ and the People

The earthquakes and landslides may damage the pipelines to transport and storage to store harmful and inflammable materials and gases in the project area. Has any study been made to assess the danger to the environment and the people posed by those occurrences? Nd if so what measures have been proposed? N. A.

The railway lines and roads run across the drainage lines and if adequate waterways at appropriate locations are not provided, it may result in rise in water level and drainage congestion in upstream areas. Has this aspect been studied and if so, what mitigation measures have been proposed? N. A.

12 Land – slides triggered by earthquakes as well as due to inherent instability of slopes accentuated by rains may lead to blockage of drainage channels and accumulation of water up – stream. These blockages may collapse due to their inherent instability or aided by rains. Men, machines and explosives can also be used to remove blockages and reduce flooding upstream. These lead to sudden release of water and flooding and erosion in down – stream areas. It may be stated whether any study has been carried out in this regard and what mitigation measures have been proposed? N. A.

As all the projects involve acquisition of land and influx of large number of people in the area to take up construction activities, it may result in deforestation and arresting soil erosion. Measures for prevention of deforestation and arresting soil erosion are required to be taken. It may be stated whether any study has been carried out in this regard and what mitigation measures have been proposed? N. A.

If the project involves storage of water, failure of any component may cause flooding and large scale damage to lives, property and infrastructure etc. Please state whether any study has been made and if there is a possibility thereof, what measures have been proposed to meet the eventuality? N. A.

This project does not include land reclamation and changes to existing land use plan.

This project does not involve acquisition of land.

COST ESTIMATE

The cost of the civil works of the scheme work out to Rs. 504.90 lakh including 8% centages prepared on the basis of current P. W. D. Schedule of Rates and Market Rates.

INVESTMENT PLAN

Subject to availability of AA & ES of the scheme by December, 2009 the investment plan will be as follows :

Rs. in Lakh Year 1st Qtr. 2nd Qtr. 3rd Qtr. 4th Qtr. 2009 – 2010 ------75.00 2010 – 2011 100.00 75.00 75.00 75.00 2011 – 2012 104.90 ------

The project is expected to be completed within 15 (Fifteen) months.

OPERATION AND MAINTENANCE

Operation and Maintenance of this type of project cost consist of the following components. i) Cost of energy ii) Associated establishment charges of the O & M personnel iii) Cost of Civil repair

Annual operation and maintenance cost will be as follows : i) Cost of energy Energy cost for illumination ………...…. Rs. 1,68,000.00 ii) Cost of personnel ………...…. Rs. 5,04,000.00 iii) Cost of repair of civil works @ 1.5% of Rs. 490.90 lakh ………...…. Rs. 7,36,035.00 Total Rs. 14,08,035.00

RIVERFRONT DEVELOPMENT, BAIDYABATI

A B S T R A C T O F C O S T E S T I M A T E

SL. No. Item Amount (Rs.) 01. Nistarini Ghat 71,58,471.00 02. Nahabat Ghat 72,72,180.00 03. Mukherjee Ghat 64,55,644.00 04. Shyamacharan Chatterjee Ghat 57,70,437.00 05. Hatisala Ghat 82,80,767.00 06. Suri Ghat 84,59,635.00 07. Manirampore Ghat 33,53,058.00

Rs. 4,67,50,192.00 Add, @ 8% Centages Rs. 37,40,015.00 Total Rs. 5,04,90,207.00

NISTARINI GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01. Bank Protection Rs. 25,90,675.00

02. Repair and Facelifting of Existing Pavilion Rs. 21,31,568.00

03. Repair and Facelifting of Existing Ghat Rs. 22,36,228.00

04. Landscaping Rs. --

05. Illumination Rs. 2,00,000.00

Total Rs. 71,58,471.00

BANK PROTECTION WORK AT NISTARINI GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc. 11 M.T. M.T. 65,412.20 7,19,534.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete. 245 M. Mtr. 234.00 57,330.00

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge. 370 M2 M2 215.00 79,550.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end)

i) 20 Cm. dia. 1000 M. M. 262.00 2,62,000.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles.

When work under considerable (above 1 M.) standing water is involved.

20 i) 200 mm. dia. 750 M M. 49.00 36,750.00

6. Coal tarring two coats including cost of materials. 630 M2 M2 7.90 4,977.00

7. Supplying empty cement bags in good condition. 900 Nos. Each 3.85 5,925.00

8. Supply of Silver Sand. 50 M3 M3 246.00 12,300.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3). 900 Nos. Each 1.90 1,710.00

10. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000.

i) Pakur / Chandil Variety. 95 M3 M3 4,546.80 4,31,946.00

11. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect. 700 M2 M2 52.69 36,883.00

12. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 500 M2 M2 161.00 80,500.00

13. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel. 8 M.T. M.T. 56,819.00 4,54,552.00

14. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. 400 M2 M2 214.50 85,800.00

23 15. Supplying quick setting compound 500 Kg. Kg. 50.00 25,000.00

16. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. 120 M3 %M3 4,187.00 5,024.00

b) Depth beyond 1,500 mm. to 3,000 mm. 80 M3 %M3 7,742.00 6,194.00

17. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L. 200 M2 M2 256.05 51,210.00

18. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge. 3,000 HP- HP-Hr 8.45 25,350.00 Hr 19. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm. 600 M2 M2 215.60 1,29,360.00

20. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1) 600 M2 M2 135.40 81,240.00

Total Rs. 25,90,675.00

(Rupees Twenty Five Lakh Ninety Thousand Six Hundred Seventy Five) Only

REPAIR AND FACELIFTING OF PAVILION AT NISTARINI GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. 20 M3 M3 188.00 3,760.00

2. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick. 10 M3 M3 410.00 4,100.00

3. Stripping off worn out plaster and raking out joints of wall, ceilings etc. upto any height and in any floor including removing rubbish and stacking any where within the compound as directed. 1100 M2 M2 8.00 8,800.00

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 4. Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. 100 Mtr. Mtr. 33.00 3,300.00

5. Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting the replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer – in – Charge. 400 Kg. Kg. 64.00 25,600.00

6. Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer’s specification. (0.4 Kg. / M2 of concrete surface) 120 M2 M2 286.00 34,320.00

7. Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by

27 careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer – in – Charge. 120 M2 M2 450.00 54,000.00

8. Cleaning the exposed reinforcement preferably upto full diameter by wire brush and applying cement bound affected polymer modified protective coating formulead to inhibit the corrosion of reinforcement as per manufacturer’s specification. 50 M2 M2 580.00 29,000.00

9. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). 1100 M2 M2 350.00 3,85,000.00

10. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. 150 M2 M2 214.50 32,175.00

11. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded

28 stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety. 40 M3 M3 4,546.80 1,81,872.00

12. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel. 3.5 M.T. M.T. 56,819.00 1,98,866.50

13. Brick work with 1st class bricks in cement mortar (4 : 1). a) In Super structure ground floor. 50 M3 M3 3,393.60 1,69,680.00

14. M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. 1200 Kg. Kg. 60.20 72,240.00 15. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick. 20 M2 M2 1,135.00 22,700.00

16. Cast iron soil pipe only conforming to I. S. 3989 / 1970 and I. S. 1729 / 1964 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. a) With valamoid joints including sealing with sand cement mortar (4 : 1) upto quarter depth. i) 100 mm. dia. (Internal). 60 Mtr. Mtr. 458.85 27,531.00

17. Supplying, fitting and fixing 1st quality porcelain tiles of any size in walls and floors including borders to match with the existing work, set in sand cement mortar (4 : 1) including backing concrete (1 : 2 : 4) and 4 nos. of key stones (10 mm.) fixed with araldite at the back of each tile and finishing the joints with white cement mixed with colouring oxide (if requested) to match tile colour of tile. i) Coloured decorative (any shade except white) 210 M2 M2 796.40 1,67,244.00

18. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade,

30 including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work. 250 M2 M2 1,025.20 2,56,300.00

19. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick. 2000 M2 M2 109.35 2,18,700.00

20. Applying cement primer of approved quality and brand on plastered or concrete surface old or new surface to receive cement based paint including scraping and preparing the surface thoroughly, complete as per direction of the Engineer – in – Charge. (Manufacturer’s specification to be followed) 2000 M2 % M2 1,466.00 29,320.00

21. Priming one coat on timber plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. 60 M2 M2 20.00 1,200.00

22. Painting with best quality synthetic enamel paint of approved

31 make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). 60 M2 M2 50.00 3,000.00

23. Painting with (Weather Shield of ICI or Snow Cry IXT of Snowcem India Ltd.) acrylic exterior surface finish on different concrete surface of the bridge and culvert with different approved colour, including thorough cleaning of the surface one priming coat on new concrete surface and two finished coats there on complete as directed by the Engineer – in – Charge. Rate includes of total 3 coats of paints all complete including supply, labour and necessary scaffolding etc. 2000 M2 M2 60.00 1,20,000.00

24. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge. 30 M3 M3 130.00 3,900.00

25. Providing waterproofing treatment over concrete roof surface (old or new) by the application of two coats of slurry prepared with latex of approved brand, water and cement in the proportion of (LP. W. Cement – 1 : 4 : 6) by volume, width brush in a time gap of minimum 4 (four) hours to 145 (fourteen) hours between the two layers, laying 20 mm. thick and sand and cement consolidated plaster (1 : 4) admixed with Plastocrete Super of approved brand 0.2% by weight of cement, laying flat 1st class Brick Bats / Bricks over the mortar keeping a gap of 10 – 20 mm. between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20 mm. thick sand and cement plaster (1 : 4) admixed with Plastocrete Super as above over the brick layer, the top surface of the treatment should be chequered to provide the anti strip property. a) By Bricks. 100 M2 M2 789.60 78,960.00

Total Rs. 21,31,568.00

(Rupees Twenty One Lakh Thirty One Thousand Five Hundred Sixty Eight) Only

REPAIR AND FACELIFTING OF NISTARINI GHAT

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick. 20 M3 M3 410.00 8,200.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge. 30 M3 M3 130.00 3,900.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety. 90 M3 M3 4,546.80 4,09,212.00

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. 120 M2 M2 214.50 25,740.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel. 6 M.T. M.T. 56,819.00 3,40,914.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 150 M2 M2 161.00 24,150.00

7. Brick work with 1st class bricks in cement mortar (4 : 1). a) In foundation and plinth. 60 M3 M3 3,231.20 1,93,872.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work. 1200 M2 M2 1,025.20 12,30,240.00

Total Rs. 22,36,228.00

(Rupees Twenty Two Lakh Thirty Six Thousand Two Hundred Twenty Eight) Only

NAHABAT GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01. Bank Protection Rs. 26,96,420.00

02. Repair and Facelifting of Existing Pavilion Rs. 21,39,532.00

03. Repair and Facelifting of Existing Ghat Rs. 22,36,228.00

04. Landscaping Rs. --

05. Illumination Rs. 2,00,000.00

Total Rs. 72,72,180.00

BANK PROTECTION WORK AT NAHABAT GHAT Sl. Descripti on of Items Qty. Unit Rate Amount No. Rs. P. 1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc. 12 M.T. M.T. 65,412.20 7,84,946.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end)

i) 20 Cm. dia. 1100 M. M. 262.00 2,88,200.00

When work under considerable (above 1 M.) standing water is involved.

39 i) 200 mm. dia. 800 M M. 49.00 39,200.00

6. Coal tarring two coats including cost of materials. 700 M2 M2 7.90 5,530.00

7. Supplying empty cement bags in good condition. 900 Nos. Each 3.85 5,925.00

8. Supply of Silver Sand. 50 M3 M3 246.00 12,300.00

10. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000.

i) Pakur / Chandil Variety. 95 M3 M3 4,546.80 4,31,946.00

12. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 500 M2 M2 161.00 80,500.00

42 15. Supplying quick setting compound 500 Kg. Kg. 50.00 25,000.00

b) Depth beyond 1,500 mm. to 3,000 mm. 80 M3 %M3 7,742.00 6,194.00

20. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1) 600 M2 M2 135.40 81,240.00

Total Rs. 26,96,420.00

(Rupees Twenty Six Lakh Ninety Six Thousand Four Hundred Twenty) Only

REPAIR AND FACELIFTING OF PAVILION AT NAHABAT GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. 20 M3 M3 188.00 3,760.00

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 4. Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. 100 Mtr. Mtr. 33.00 3,300.00

7. Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by

46 careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer – in – Charge. 120 M2 M2 450.00 54,000.00

9. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). 1100 M2 M2 350.00 3,85,000.00

11. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded

47 stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety. 40 M3 M3 4,546.80 1,81,872.00

13. Brick work with 1st class bricks in cement mortar (4 : 1). a) In Super structure ground floor. 50 M3 M3 3,393.60 1,69,680.00

49 including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work. 250 M2 M2 1,025.20 2,56,300.00

22. Painting with best quality synthetic enamel paint of approved

50 make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). 60 M2 M2 50.00 3,000.00

Total Rs. 21,39,532.00

(Rupees Twenty One Lakh Thirty Nine Thousand Five Hundred Thirty Two) Only

REPAIR AND FACELIFTING OF NAHABAT GHAT

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or

54 local sand. 150 M2 M2 161.00 24,150.00

7. Brick work with 1st class bricks in cement mortar (4 : 1). a) In foundation and plinth. 60 M3 M3 3,231.20 1,93,872.00

Total Rs. 22,36,228.00

(Rupees Twenty Two Lakh Thirty Six Thousand Two Hundred Twenty Eight) Only

REPAIR AND FACELIFTING OF PAVILION AT MUKHERJEE GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. 10 M3 M3 188.00 1,880.00

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 4. Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. 50 Mtr. Mtr. 33.00 1,650.00

7. Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by

57 careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer – in – Charge. 50 M2 M2 450.00 22,500.00

9. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). 600 M2 M2 350.00 2,10,000.00

11. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded

58 stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety. 20 M3 M3 4,546.80 90,936.00

13. Brick work with 1st class bricks in cement mortar (4 : 1). a) In Super structure ground floor. 25 M3 M3 3,393.60 84,840.00

14. M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. 600 Kg. Kg. 60.20 36,120.00 15. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick. 15 M2 M2 1,135.00 17,025.00

60 including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work. 130 M2 M2 1,025.20 1,33,276.00

22. Painting with best quality synthetic enamel paint of approved

61 make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). 30 M2 M2 50.00 1,500.00

Total Rs. 11,25,092.00

(Rupees Eleven Lakh Twenty Five Thousand Ninety Two) Only

REPAIR AND FACELIFTING OF MUKHERJEE GHAT

6. Single brick flat soling of picked jhama bricks including ramming and

65 dressing bed to proper level and filling joints with powdered earth or local sand. 100 M2 M2 161.00 16,100.00

7. Brick work with 1st class bricks in cement mortar (4 : 1). a) In foundation and plinth. 50 M3 M3 3,231.20 1,61,560.00

Total Rs. 18,58,165.00

(Rupees Eighteen Lakh Fifty Eight Thousand One Hundred Sixty Five) Only

SHYAMACHARAN CHATTERJEE GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01. Bank Protection Rs. 26,34,508.00

02. Repair and Facelifting of Existing Pavilion Rs. 10,77,764.00

03. Repair and Facelifting of Existing Ghat Rs. 18,58,165.00

04. Landscaping Rs. --

05. Illumination Rs. 2,00,000.00

Total Rs. 57,70,437.00

BANK PROTECTION WORK AT SHYAMACHARAN CHATTERJEE GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc. 10 M.T. M.T. 65,412.20 6,54,122.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end)

i) 20 Cm. dia. 1200 M. M. 262.00 3,14,400.00

When work under considerable (above 1 M.) standing water is involved.

69 i) 200 mm. dia. 850 M M. 49.00 41,650.00

6. Coal tarring two coats including cost of materials. 750 M2 M2 7.90 5,925.00

7. Supplying empty cement bags in good condition. 900 Nos. Each 3.85 5,925.00

8. Supply of Silver Sand. 50 M3 M3 246.00 12,300.00

10. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000.

i) Pakur / Chandil Variety. 75 M3 M3 4,546.80 3,41,010.00

12. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 500 M2 M2 161.00 80,500.00

72 15. Supplying quick setting compound 500 Kg. Kg. 50.00 25,000.00

b) Depth beyond 1,500 mm. to 3,000 mm. 80 M3 %M3 7,742.00 6,194.00

19. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm. 1000 M2 M2 215.60 2,15,600.00

20. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1) 1000 M2 M2 135.40 1,35,400.00

Total Rs. 26,34,508.00

(Rupees Twenty Six Lakh Thirty Four Thousand Five Hundred Eight) Only

REPAIR AND FACELIFTING OF PAVILION AT SHYAMACHARAN CHATTERJEE GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. 10 M3 M3 188.00 1,880.00

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 4. Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. 50 Mtr. Mtr. 33.00 1,650.00

7. Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by

76 careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer – in – Charge. 50 M2 M2 450.00 22,500.00

9. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). 600 M2 M2 350.00 2,10,000.00

11. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded

77 stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety. 20 M3 M3 4,546.80 90,936.00

13. Brick work with 1st class bricks in cement mortar (4 : 1). a) In Super structure ground floor. 30 M3 M3 3,393.60 1,01,808.00

14. M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. 500 Kg. Kg. 60.20 30,100.00 15. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick. 10 M2 M2 1,135.00 11,350.00

79 including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work. 100 M2 M2 1,025.20 1,02,520.00

22. Painting with best quality synthetic enamel paint of approved

80 make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). 30 M2 M2 50.00 1,500.00

Total Rs. 10,77,764.00

(Rupees Ten Lakh Seventy Seven Thousand Seven Hundred Sixty Four) Only

REPAIR AND FACELIFTING OF SHYAMACHARAN CHATTERJEE GHAT

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or

84 local sand. 100 M2 M2 161.00 16,100.00

7. Brick work with 1st class bricks in cement mortar (4 : 1). a) In foundation and plinth. 50 M3 M3 3,231.20 1,61,560.00

Total Rs. 18,58,165.00

(Rupees Eighteen Lakh Fifty Eight Thousand One Hundred Sixty Five) Only

HATISALA GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01. Bank Protection Rs. 19,75,594.00

02. Repair and Facelifting of Existing Pavilion Rs. 15,55,328.00

03. Repair and Facelifting of Existing Ghat Rs. 11,29,227.00

04. Landscaping Rs. 34,20,618.00

05. Illumination Rs. 2,00,000.00

Total Rs. 82,80,767.00

BANK PROTECTION WORK AT HATISALA GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc. 8 M.T. M.T. 65,412.20 5,23,298.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end)

i) 20 Cm. dia. 800 M. M. 262.00 2,09,600.00

When work under considerable (above 1 M.) standing water

88 is involved. i) 200 mm. dia. 600 M M. 49.00 29,400.00

6. Coal tarring two coats including cost of materials. 360 M2 M2 7.90 2,844.00

7. Supplying empty cement bags in good condition. 600 Nos. Each 3.85 2,310.00

8. Supply of Silver Sand. 25 M3 M3 246.00 6,150.00

10. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000.

i) Pakur / Chandil Variety. 75 M3 M3 4,546.80 3,41,010.00

12. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 500 M2 M2 161.00 80,500.00

91 15. Supplying quick setting compound 300 Kg. Kg. 50.00 15,000.00

b) Depth beyond 1,500 mm. to 3,000 mm. 75 M3 %M3 7,742.00 5,806.00

20. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1) 500 M2 M2 135.40 67,700.00

Total Rs. 19,75,594.00

(Rupees Nineteen Lakh Seventy Five Thousand Five Hundred Ninety Four) Only

REPAIR AND FACELIFTING OF PAVILION AT HATISALA GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. 16 M3 M3 188.00 3,008.00

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 4. Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. 80 Mtr. Mtr. 33.00 2,640.00

7. Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by

95 careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer – in – Charge. 80 M2 M2 450.00 36,000.00

9. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). 800 M2 M2 350.00 2,80,000.00

11. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded

96 stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety. 27 M3 M3 4,546.80 1,22,763.60

13. Brick work with 1st class bricks in cement mortar (4 : 1). a) In Super structure ground floor. 42 M3 M3 3,393.60 1,42,531.20

14. M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. 900 Kg. Kg. 60.20 54,180.00 15. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick. 22 M2 M2 1,135.00 24,970.00

98 including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work. 170 M2 M2 1,025.20 1,74,228.00

22. Painting with best quality synthetic enamel paint of approved

99 make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). 60 M2 M2 50.00 3,000.00

100

Total Rs. 15,55,328.00

(Rupees Fifteen Lakh Fifty Five Thousand Three Hundred Twenty Eight) Only

101 REPAIR AND FACELIFTING OF HATISALA GHAT

102

6. Single brick flat soling of picked jhama bricks including ramming and

103 dressing bed to proper level and filling joints with powdered earth or local sand. 60 M2 M2 161.00 9,660.00

7. Brick work with 1st class bricks in cement mortar (4 : 1). a) In foundation and plinth. 30 M3 M3 3,231.20 96,936.00

Total Rs. 11,29,227.00

(Rupees Eleven Lakh Twenty Nine Thousand Two Hundred Twenty Seven) Only

104

LANDSCAPING WORK AT HATISALA GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Rest Shed 2 Nos. Each 7,70,075.00 15,40,150.00

2. Providing and laying of Interlocking Concrete Block Pavements as per drawing and Technical Specification, using concrete (M – 40) blocks having thickness 80 mm. a) Coloured 600 M2 M2 1,033.00 6,19,800.00

3. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 600 M2 M2 161.00 96,600.00

4. Construction of Victorian Railing 150 M. M. 5,439.00 8,15,850.00

5. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand. 100 M3 M3 270.50 27,050.00

105

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 6. Earth work in filling, in compound, tank, low land, ditches etc. with good earth in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). a) With carried earth arranged by the contractor within a radious exceeding 5 Km. but not exceeding 10 Km. including cost of carried earth. 150 M3 M3 216.24 32,436.00

7. Brick work with 1st class bricks in cement mortar (4 : 1). a) In foundation and plinth. 25 M3 M3 3,330.60 21,624.00

8. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick. 50 M2 M2 109.35 5,467.00

9. Supply of Plants L. S. L. S. L. S. 2,00,000.00

Total Rs. 34,20,618.00 (Rupees Thirty Four Lakh Twenty Thousand Six Hundred Eighteen) Only

106

SURI GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01. Bank Protection Rs. 19,98,228.00

02. Repair and Facelifting of Existing Pavilion Rs. 14,77,400.00

03. Repair and Facelifting of Existing Ghat Rs. 13,71,311.00

04. Landscaping Rs. 34,12,696.00

05. Illumination Rs. 2,00,000.00

Total Rs. 84,59,635.00

107

BANK PROTECTION WORK AT SURI GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc. 8 M.T. M.T. 65,412.20 5,23,298.00

108

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end)

i) 20 Cm. dia. 800 M. M. 262.00 2,09,600.00

When work under considerable (above 1 M.) standing water is involved.

109 i) 200 mm. dia. 600 M M. 49.00 29,400.00

6. Coal tarring two coats including cost of materials. 360 M2 M2 7.90 2,844.00

7. Supplying empty cement bags in good condition. 600 Nos. Each 3.85 2,310.00

8. Supply of Silver Sand. 25 M3 M3 246.00 6,150.00

110

10. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000.

i) Pakur / Chandil Variety. 80 M3 M3 4,546.80 3,63,744.00

12. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 500 M2 M2 161.00 80,500.00

111

112 15. Supplying quick setting compound 300 Kg. Kg. 50.00 15,000.00

b) Depth beyond 1,500 mm. to 3,000 mm. 75 M3 %M3 7,742.00 5,806.00

113

20. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1) 500 M2 M2 135.40 67,700.00

Total Rs. 19,98,228.00 (Rupees Nineteen Lakh Ninety Eight Thousand Two Hundred Twenty Eight) Only

114

REPAIR AND FACELIFTING OF PAVILION AT SURI GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. 16 M3 M3 188.00 3,008.00

115

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 4. Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. 80 Mtr. Mtr. 33.00 2,640.00

7. Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by

116 careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer – in – Charge. 60 M2 M2 450.00 27,000.00

9. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). 800 M2 M2 350.00 2,80,000.00

11. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded

117 stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety. 25 M3 M3 4,546.80 1,13,670.00

13. Brick work with 1st class bricks in cement mortar (4 : 1). a) In Super structure ground floor. 40 M3 M3 3,393.60 1,35,744.00

14. M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. 800 Kg. Kg. 60.20 48,160.00 15. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick. 20 M2 M2 1,135.00 22,700.00

118

119 including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work. 160 M2 M2 1,025.20 1,64,032.00

22. Painting with best quality synthetic enamel paint of approved

120 make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). 50 M2 M2 50.00 2,500.00

121

Total Rs. 14,77,400.00

(Rupees Fourteen Lakh Seventy Seven Thousand Four Hundred) Only

122

REPAIR AND FACELIFTING OF SURI GHAT

123

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or

124 local sand. 70 M2 M2 161.00 11,270.00

7. Brick work with 1st class bricks in cement mortar (4 : 1). a) In foundation and plinth. 40 M3 M3 3,231.20 1,29,248.00

Total Rs. 13,71,311.00 (Rupees Thirteen Lakh Seventy One Thousand Three Hundred Eleven) Only

125

LANDSCAPING WORK AT SURI GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Rest Shed 2 Nos. Each 7,70,075.00 15,40,150.00

2. Providing and laying of Interlocking Concrete Block Pavements as per drawing and Technical Specification, using concrete (M – 40) blocks having thickness 80 mm. a) Coloured 800 M2 M2 1,033.00 8,26,400.00

3. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 800 M2 M2 161.00 1,28,800.00

4. Construction of Victorian Railing 100 M. M. 5,439.00 5,43,900.00

126

7. Brick work with 1st class bricks in cement mortar (4 : 1). a) In foundation and plinth. 35 M3 M3 3,330.60 1,16,571.00

9. Supply of Plants L. S. L. S. L. S. 2,00,000.00

Total Rs. 34,12,696.00 (Rupees Thirty Four Lakh Twelve Thousand Six Hundred Ninety Six) Only

127

MANIRAMPORE GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01. Bank Protection Rs. 20,23,831.00

02. Repair and Facelifting of Existing Pavilion Rs. --

03. Repair and Facelifting of Existing Ghat Rs. 11,29,227.00

04. Landscaping Rs. --

05. Illumination Rs. 2,00,000.00

Total Rs. 33,53,058.00

128

BANK PROTECTION WORK AT MANIRAMPORE GHAT Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc. 7 M.T. M.T. 65,412.20 4,57,885.00

129

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end)

i) 20 Cm. dia. 600 M. M. 262.00 1,57,200.00

When work under considerable (above 1 M.) standing water is involved.

130 i) 200 mm. dia. 450 M M. 49.00 22,050.00

6. Coal tarring two coats including cost of materials. 270 M2 M2 7.90 2,133.00

7. Supplying empty cement bags in good condition. 400 Nos. Each 3.85 1,540.00

8. Supply of Silver Sand. 20 M3 M3 246.00 4,920.00

131

10. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000.

i) Pakur / Chandil Variety. 85 M3 M3 4,546.80 3,86,478.00

12. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 600 M2 M2 161.00 96,600.00

132

133 15. Supplying quick setting compound 300 Kg. Kg. 50.00 15,000.00

b) Depth beyond 1,500 mm. to 3,000 mm. 85 M3 %M3 7,742.00 6,581.00

134

20. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1) 600 M2 M2 135.40 81,240.00

Total Rs. 20,23,831.00

(Rupees Twenty Lakh Twenty Three Thousand Eight Hundred Thirty One) Only

135

REPAIR AND FACELIFTING OF MANIRAMPORE GHAT

136

6. Single brick flat soling of picked jhama bricks including ramming and

137 dressing bed to proper level and filling joints with powdered earth or local sand. 60 M2 M2 161.00 9,660.00

7. Brick work with 1st class bricks in cement mortar (4 : 1). a) In foundation and plinth. 30 M3 M3 3,231.20 96,936.00

Total Rs. 11,29,227.00

(Rupees Eleven Lakh Twenty Nine Thousand Two Hundred Twenty Seven) Only

138

REST SHED

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation upto 1,500 mm. 10 M3 M3 41.87 4,187.00

2. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 100 M2 M2 161.00 1,61,000.00

3. Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. 5 M3 M3 188.00 940.00

139

Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 4. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick. 5 M3 M3 410.00 2,050.00

5. Ordinary cement concrete M-15 (mix 4 : 2 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. a) Pakur / Chandi Variety. 10 M3 M3 3,954.15 39,541.50

6. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. 20 M2 M2 214.50 4,290.00

7. Brick work with 1st class bricks in cement mortar (4 : 1).

140 a) In foundation and plinth. 10 M3 M3 3,231.20 32,312.00

9. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire 0.5 M.T. charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc. M.T. 68,600.00 34,300.00

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10. R. C. shelves (4 : 2 : 1) either precast or cast in situ with stone chips and necessary reinforcement upto 1% (0.8% main and 0.2% distribution bars) shuttering etc. and 6 mm. thick cement plaster (4 : 1) including neat cement finishing and cutting chase fitting and fixing in position, mending good damages as necessary complete. In ground floor. a) 50 mm. thick panels. 20 M2 M2 603.45 12,069.00

11. Supplying, fitting and fixing Aluminium shut (composite panel of approved brand) 30 M2 M2 2,500.00 75,000.00

12. Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). a) With carried earth arranged by the contractor within a radius exceeding 5 Km. but not exceeding 10 Km. including cost of carried earth. 60 M3 % M3 19,981.00 11,988.60

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13. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work. 75 M2 M2 1,025.20 76,890.00

14. Supplying, fitting and fixing Victorian Railing. 40 Mtr. Mtr. 5,105.00 2,04,200.00

15. Cast iron soil pipe 150 mm. dia. 50 Mtr. Mtr. 736.00 36,800.00

16. Supplying and laying 60 mm. pre – polishing chemically treated interlocking floor. 200 M2 M2 864.00 1,72,800.00

17. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor /

143 upto 4 m. i) Tor steel / Mild steel. 0.50 M.T. M.T. 56,819.00 28,409.50

18. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge. 30 M3 M3 130.00 3,900.00

19. Priming one coat on timber plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. 20 M2 M2 20.00 400.00

20. Painting with best quality synthetic enamel paint of approved make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. a) On steel or other metal surface with super gloss (hi – gloss). i) Two coats (with any shade except white). 20 M2 M2 50.00 1,000.00

21. Applying cement primer of approved quality and brand on plastered or concrete surface old or new surface to receive cement based paint including scraping and preparing the surface thoroughly, complete as per direction of the Engineer – in –

144 Charge. (Manufacturer’s specification to be followed) 150 M2 %M2 1,466.00 2,199.00

22. Painting with weather shield coat of I. C. I. 150 M2 M2 60.00 9,000.00

Total Rs. 7,70,075.80

Say Rs. 7,70,075.00

(Rupees Seven Lakhs Seventy Thousand Seventy Five) Only

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Victorian Railing

Rate per M. length Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. a) Above 150 mm. thick. 1 M3 M3 614.00 614.00

2. Brick work with 1st class bricks in cement mortar. a) In foundation and plinth. 0.20 M3 M3 3,231.20 790.83

3. Ordinary cement concrete M – 15 (mix 4 : 2 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per IS : 456 – 2000. a) Pakur / Chandi Variety. 0.22 M3 M3 3,954.15 869.91

146 Sl. Description of Items Qty. Unit Rate Amount No. Rs. P. 4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) 25 mm. to 30 mm. thick wooden shuttering as per decision and direction of the Engineer – in – Charge. 1 M2 M2 159.50 159.50

b) Above 30 mm. and upto / 37 mm. thick wooden shuttering as per decision and direction of the Engineer – in – Charge. 1.51 M2 M2 429.00 647.79

5. Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. a) For works in foundation, basement and upto roof of ground floor / upto 4 m. (i) Tor Steel / Mild Steel. 0.014 M.T. M.T. 56,819.00 795.47

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6. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface including throating, nosing and drip course where necessary. (ground floor) i) With 4 : 1 cement mortar. a) 20 mm. thick plaster. 3 M2 M2 109.35 328.05

7. Supplying, fitting and fixing ornamental baluster (balustrade) as per design including mending goods all damages complete. a) With baluster of plain cement concrete with (3 : 1 ½ : 1) with stone chips (floral or intricate pattern) of height not exceeding 1,200 mm.) 3.2 Nos. Each 303.75 972.00

8. Applying cement primer of approved quality and brand on plastered or concrete surface old or new surface to receive cement based paint including scraping and preparing the surface thoroughly, complete as per direction of the Engineer – in – Charge. (Manufacturer’s specification to be followed). (This item to be done under specific instruction of the Superintending Engineer). In ground floor. 3.50 M2 M2 14.66 51.31

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9. Weather shield of I.C.I. ……….…… old complete including supply labour and necessary scaffolding etc. 3.50 M2 M2 60.00 210.00

Total Rs. 5,438.86

Say Rs. 5,439.00

(Rupees Five Thousand Four Hundred Thirty Nine) Only

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