Government of Andhra Pradesh

GOVERNMENT OF ANDHRA PRADESH

PANCHAYATRAJ ENGINEERING DEPARTMENT HYDERABAD---INDIA

PROPOSAL ESTIMATE

Repairs to the R/F Jalipudi to Kolleru lake

GRANT :- NDRF(Neelam Cyclone)

ESTIMATED COST :Rs.5.00 lakhs

DISTRICT : WEST GODAVARI

CIRCLE : ELURU

DIVISION : ELURU

SUB DIVISION : ELURU

MANDAL : ELURU

ASSEMBLY CONSTITUENCY : DENDULURU

PARLIAMENTARY CONSTITUENCY : ELURU SPECIFICATION REPORT

Name of the work:- Repairs to the R/F Jalipudi to Kolleru lake

Est.Cost.Rs.5.00 lakhs

The Road from Jalipudi to Kolleru lake is badly damaged during the NEELAM CYCLONE from 28.10.2012 to 5.11.2012.The nature of damages are as given below:-

1 .Pot holes and patches are formed in BT surface 2 .Pot holes and patches are formed in WBM layer 3 .Pot holes and patches are formed in gravel layer 4 .Gravel blindage is washed-off 5 Approaches and repairs are required for the CD work 6 New CD work to be provided

As such,the line estimate is prepared with the above repair items. Further lump sum provisions are made in the estimate for the following items:-

1)Provision for VAT @ 5.00% 2)QC charges @ 0.5% 3)Provision for insurance@ 0.5%

The estimate is prepared as per the current SSR,i.e.2012-2013 rates and as per the A.P Revised Standard data work will be carried out as per APDSS after administrative sanction&entrustment

Asst.Executive Engineer Dy.Executive Engineer PRI,Eluru PRI,Eluru GENERAL ABSTRACT

Name of the work:- Repairs to the R/F Jalipudi to Kolleru lake

Est.Cost.Rs.5.00 lakhs

S.No Description of item (Kms)

1 2 3

1 Cost of civil work(Road work)

2 Provision for VAT @5%

3 Provision for Q.C.Charges @0.5%

4 Provision for insurance @0.5%

5 Provision for KM&HM stones/Unforeseen items Grand Total

Asst.Exe.Engineer Deputy Exe.Engineer PR,Eluru PR,Eluru GENERAL ABSTRACT

Est.Cost.Rs.5.00 lakhs

Amount in Rs. 4

464619.00

23231

2323

7504

500000.00

Deputy Exe.Engineer DETAILED-CUM-ABSTRACT ESTIMATE

Name of the work:- Repairs to the R/F Jalipudi to Kolleru lake

Est.Cost.Rs.5.00 lakhs

S.No Description of item Nos Measurements Quantity Rate Per Length Bredth Depth

1 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906 MORD.for Gr-II

0.00sqm 220.00 1sqm

2 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906 MORD.for Gr-III 0.00sqm 290.00 1sqm

3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 MORD/ 404 MORTH. For compacted thickness of 75 mm.

0.00Cum 2350.00 1Cum

4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD/ 404 MORTH. For compacted thickness of 75 mm. 0.00Cum 2950.00 1Cum

5 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) 0.00sqm 54.00 1sqm

6 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD. 0.00sqm 11.50 1sqm

7 Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 MORD

0.00sqm 224.50 1sqm S.No Description of item Nos Measurements Quantity Rate Per Length Bredth Depth 8 Maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and technical specification Clause 1905 MORD

168.75sqm 145.00 1sqm

Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.for blindage 650.00Cum 550.00 1Cum

9 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 MORTH for BT patches 285.00sqm 290.00 1sqm

TOTAL

Asst.Exe.Engineer Deputy Exe.Engineer PR,Eluru PR,Eluru DETAILED-CUM-ABSTRACT ESTIMATE

Amount

0 Amount

24469

357500

82650

464619 DATA SHEET

#REF!

Index-code S. No Description Unit Quantity 1 2 3 4

ROAD WORK:-

1 Granular Sub-base with Well Graded Material / RBR-SBBS-1 Close Graded Material (Table 400.1) A By Mix in Place Method Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.

iii For Grading III Material (CBR Value minimum 20) Unit = cum Taking output = 300 cum a) Labour Mate day - Mazdoor (Skilled) day 2.40 Mazdoor (Unskilled) day 8.00 Add MA@25% b) Machinery Tractor with grader hour 12.00 Vibratory roller hour 6.00 Tractor with Rotavator 25 cum per hour hour 12.00 Water tanker 6 kl capacity hour 5.00 c) Material Well graded/ Close Graded granular sub-base material as per Table 400.1 9.5 mm to 4.75 mm @ 66 per cent cum 237.60 2.36 mm below @ 34 per cent cum 122.40 d&e) Overheads & Contractors Profit Cost for 300cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/300

RBR-SBBS-9 2 II WBM Grading 2 (i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD / 404 MORTH. For compacted thickness of 75 mm.

By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate day - Mazdoor (Skilled) day 12.08 Mazdoor (Unskilled) day 250.00 Add MA@25% b) Machinery Three wheel 80-100 kN static roller @ 10 cum per hour hour 36.00 for Rural Area works Water tanker 6 kl capacity hour 24.00 c) Material (Refer Tables 400.7, 8, 9 and 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm cum 435.60 for compacted thickness of 75 mm Stone Screening Type B 11.2 mm for Grading 2 @ 0.18 /10sqm cum 86.40 Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading cum 28.80 2 material Water kl 144.00 d&e) Overheads & Contractors Profit@14% Using 11.2 mm for Grading 2 : Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360

RBR-MTRD-15 3 Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906 MORD. For grading II Material compacting with Smooth Wheel Roller 80-100 kN Unit = Sqm Output - Taking affected area @ 5% in 1 km = 1000 x 3.75 x 0.05 = 187.5 sqm Quantity 187.5 x 0.075 = 14.06 cum a) Rate as per item 4.7(3) of Chapter 4 cum 14.060 b) Add 50% for extra efforts involved as maintenance is 50% to be done in small reaches Cost of 187.5 Sqm = a+b Rate of per sqm a+b/187.5

4 III WBM Grading 3 (i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD/ 404 MORTH. For compacted thickness of 75 mm.

Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading cum 28.80 2 material Water kl 144.00 d&e) Overheads & Contractors Profit@14% Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360

RBR-MTRD-15 5 Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906 MORD. For grading III Material compacting with Smooth Wheel Roller 80-100 kN Unit = Sqm Output - Taking affected area @ 5% in 1 km = 1000 x 3.75 x 0.05 = 187.5 sqm Quantity 187.5 x 0.075 = 14.06 cum a) Rate as per item 4.7(3) of Chapter 4 cum 14.060 b) Add 50% for extra efforts involved as maintenance is 50% to be done in small reaches Cost of 187.5 Sqm = a+b Rate of per sqm a+b/187.5

RBR-BASC-1 6 Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)

Unit = sqm Taking output = 1750 sqm a) Labour Mate day - Mazdoor (Unskilled) day 1.040 Add MA@25% b) Machinery Hydraulic broom @ 1250 sqm per hour hour 1.400 Air compressor 210 cfm hour 1.400 Bitumen emulsion pressure distributor @ 1750 hour 1.000 sqm/hour Water tanker 6 kl capacity 1 trip per hour hour 0.500 c) Material Bitumen emulsion (SS-1) @ 0.85 kg per sqm t 1.480 Water kl 3.000 d&e) Overheads & Contractors Profit Cost of 1750 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1750

RBR-BASC-2 7 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.

Unit = sqm Taking output = 1750 sqm a) Labour Mate day - Mazdoor (Unskilled) day 1.040 Add MA@25% b) Machinery Hydraulic broom @ 1250 sqm per hour hour 1.400 Air compressor 210 cfm hour 1.400 Emulsion pressure distributor @1750 sqm per hour hour 1.000 c) Material Bitumen emulsion (RS-1) @ 0.275 kg per sqm t 0.480 d&e) Overheads & Contractors Profit Cost of 1750 sqm = (a+b+c+d+e) Rate per sqm = a+b+c+d+e/1750

RBR-BASC-16 8 Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 MORD By Mechanical Means Type A Bitumen (S-65) Unit = sqm Taking output = 8200 sqm (205 cum) a) Labour Mate day 0.840 Mazdoor (Unskilled) day 14.000 Add MA@25% b) Machinery HMP not less than 40 to 60 TPH capacity hour 12.000 Electric generator set 250 KVA hour 6.000 Front end loader 1 cum bucket capacity hour 6.000 Paver finisher 100 TPH capacity hour 4.800 Three wheel 80-100 kN static roller hour 6.000 c) Material Bitumen (S-65) @ 23.75 kg per 10 sqm t 19.480 Stone crushed aggregates 11.2 mm to 0.09 mm @ cum 276.750 0.40 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 8200 sqm = a+b+c+d+e Cost of 1sqm =

9 Filling Pot-holes and Patch Repairs with open- RBR-MTRD-4 Graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 MORTH Unit = Sqm Taking out put = 10250 sqm (205 cum)(405 tonne) a) Labour Mate Day - Mazdoor (Unskilled) Day 90.000 Mazdoor skilled Day 7.760 Add MA@25% b) Machinery Air compressor 250 cfm hour 6.000 HMP 100-110 TPH Capacity hour 6.000 Tipper 5.5 tonnes capacity hour 90.000 Smooth wheeled roller 8-10 tonnes hour 12.000 c) Material Crushed stone aggregates nominal size 13.2mm cum 184.500 Crushed stone aggregates nominal size 11.2mm cum 92.250 Bitumen VG 30 tonne 14.970

Bitumen emulsion for tack coat including vertical sides tonne 2.460 of pot hole. d&e) Overheads & Contractors Profit Cost for 10250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10250

CD WORK DATAS:-

11 Providing and Laying Reinforced Cement Concrete RBR-PCVT-3 Pipe NP3 as per design. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD.For 600mm dia

Unit = m Taking output = 7.5 m (3 pipes of 2.5 m length each) 900 mm dia a) Labour Mate day - Mason (1st Class) day 0.15 Mazdoor (Unskilled) day 1.25 Add MA@25%

80% of above value for 600m dia pipes Laying & fixing of Pipes with colors in position including rm lifting, aligning etc., b) Material Sand at site cum 0.04 Cement at site t 0.03 600mm dia RCC pipe NP3 pipe m 7.50 600mm dia RCC pipe NP3 collors No 2.00 c&d) Overheads & Contractors Profit@14% Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5

RBR-FNDN-1 12 Excavation of structures: Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including settling out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in tranches with excavated suitable material as per clause 300 (1) of MORD Ordinary soil Upto 3 m. depth Unit = cum Taking outpuot = 10 cum Labour Mate day --- Mazdoor unskilled day 3.64 Add MBA@20% Add sienorage charges Over head charges & contracots profit @ 14% cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10

13 Filling in foundation trenches as per drawing and RBR-FNDN-2 technical specification Clause 305.3.9 MORD & 304 MORTH Sand filling Unit = cum a) Labour Mate day - Mazdoor (Unskilled) day 0.31 Add MBA@20% b) Material Sand cum 1.00 c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d

14 Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in RBR-FNDN-4 foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. P.C.C grade M 10 Nominal mix 1:3:6 Unit = cum Material Cement T 0.220 Coarse sand cum 0.450 40 mm aggregate cum 0.900 Labour Mate day --- Mason (1st Class) day 0.10 Mazdoor (Unskilled) day 1.39 Add MBA@20% Machinery Mechnical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with hour 0.40 load cell. (d) Formwork @ 4% on cost of material, labour and 4.00% machinery (a+b+c) Over head charges & contracots profit @ 14% Rate per cum = a+b+c+d Rate per cum = (a+b+c+d+e)

15 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical RBR-FNDN-4 specifications Clause 802, 803, 1202 & 1203 for Body Walls. P.C.C grade M 15 Nominal mix 1:2.5:5 Unit = cum Material Cement T 0.275 Coarse sand cum 0.480 40 mm aggregate cum 0.48 20 mm aggregate cum 0.24 10 mm aggregate cum 0.08 Labour Mate day Mason (1st Class) day 0.10 Mazdoor (Unskilled) day 1.39 Add MBA@20% Machinery Mechnical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with hour 0.40 load cell. Formwork @ 10% on cost of material, labour and machinery (a+b+c) Over head charges & contracots profit @ 14%

Rate per cum

16 Plain Cement concrete (M 20) Nominal Mix using BLD-CSTN-2-11 20mm metal using concrete mixer Unit : 1cum A. MATERIALS: Cement Kg 330.00 Coarse aggregate 20mm graded cum 0.90 Fine aggregate (Sand) cum 0.45 Water (including for curing) kl 1.20 B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 C. LABOUR: Mason 1st class day 0.10 Mazdoor (unskilled) day 1.39 Add MBA@20% Formwork @ 4% on cost of material, labour and machinery (a+b+c) Over head charges & contracots profit @ 14% Grand Total

Assistant Executive Engineer, Deputy Executive Engineer, PRI, Eluru PRI Sub-Division, Eluru DATA SHEET

#REF!

Rate Rs. Amount Rs. Remarks 5 6 7

250.00 600.00 250.00 2000.00 650.00

367.00 4404.00 2384.90 14309.40 367.00 4404.00 372.00 1860.00

#REF! #REF! #REF! #REF! #REF! #REF! #REF! 285.00 3442.80 250.00 62500.00 16485.70

920.60 33141.60

372.00 8928.00

#REF! #REF!

#REF!

#REF! #REF!

#REF! #REF! #REF!

#REF! #REF!

285.00 3442.80 250.00 62500.00 16485.70

920.60 33141.60

372.00 8928.00

#REF! #REF!

0.00 0.00 #REF! #REF! #REF! #REF! #REF! #REF!

#REF! #REF!

250.00 260.00 65.00

310.00 434.00 402.00 562.80 748.00 748.00

372.00 186.00

#REF! #REF! 0.00 0.00 #REF! #REF! #REF!

250.00 260.00 65.00

310.00 434.00 402.00 562.80 748.00 748.00

#REF! #REF! #REF! #REF! #REF!

285.00 239.40 250.00 3500.00 875.00

16626.00 199512.00 1609.00 9654.00 1431.00 8586.00 1183.00 5678.40 920.60 5523.60

#REF! #REF! #REF! #REF!

#REF! #REF! #REF! 250.00 22500.00 285.00 2211.60 6177.90

402.00 2412.00 21018.00 126108.00 818.30 73647.00 920.60 11047.20

#REF! #REF! #REF! #REF! #REF! #REF!

#REF! #REF!

#REF! #REF! #REF!

315.00 47.25 250.00 312.50 89.94 449.69 359.75

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

0.00 250.00 910.00 182.00 200.00 180.88 1472.88 147.29

250.00 77.50 15.50

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

0.00 315.00 31.50 250.00 347.50 75.80

370.00 148.00

#REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

0.00 315.00 31.50 250.00 347.50 75.80

372.00 148.80

#REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF! #REF!

372.00 372.00

315.00 31.50 250.00 347.50 75.80 #REF! #REF! #REF!

Deputy Executive Engineer, PRI Sub-Division, Eluru