Project Report

for Development Works at Bala Qila () under Heritage Circuit

Submitted by:

First Floor, LIC Jeevan Nidhi Building, Near Ambedkar Circle, Bhawani Singh Road, - 302 005, Bala Qila Project Report for Development Works at (Hanumangarh) under Heritage Circuit (Alwar)

Table of Content

Page Particulars No.

Introduction – Heritage Circuit 2

Development Works Sanctioned for Bala Qila under Heritage Circuit 3

Brief of Tender Details 4

Annexure-1: Copy of Sanction of Heritage Circuit by Ministry of Tourism, GoI

Annexure-2: Copy of Work Order Issued to Contractor

Annexure-3: Detailed Drawings

Annexure-4: Detailed BOQ

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Bala Qila Project Report for Development Works at Gogamedi (Hanumangarh) under Heritage Circuit (Alwar)

Introduction

Ministry of Tourism, Government of has approved development of Heritage Circuit in Rajasthan under Swadesh Darshan Scheme. Total 17 sites have been taken up under Heritage Circuit. A brief of Heritage Circuit project is given below:

Name of Circuit Heritage Circuit in Rajasthan

Total No. of Project Sites under Heritage 17 Circuit

Date of Sanction by Ministry of Tourism, 28.06.2017 GoI

Rs. 9960.09 Lakhs (Total)

(1) Fort (Rajsamand) – Rs. 751.00 Lakhs

(2) (Jaipur) – Rs. 110.51 Lakhs

(3) Bala Quila (Alwar) – Rs. 166.52 Lakhs

(4) (Sawai Madhopur) – Rs. 80.48 Lakhs

(5) Khandar Fort (Sawai Madhopur) – Rs. 224.45 Lakhs

(6) (Jhalawar) – Rs. 183.07 Lakhs Total Amount (7) Chittorgarh Fort (Chittorgarh) – Rs. 1156.92 Lakhs Sanctioned under (8) Fort (Jaisalmer) – Rs. 740.28 Lakhs Heritage Circuit (9) Bhatner Fort (Hanumangarh) – Rs. 304.90 Lakhs

(10) Kalibangan (Hanumangarh) – Rs. 43.57 Lakhs

(11) Fort (Jalore) – Rs. 882.52 Lakhs

(12) Pratap Gaurav Kendra () – Rs. 716.38 Lakhs

(13) Bagh-e-Nilofer (Dholpur) – Rs. 58.20 Lakhs

(14) Purani Chawani (Dholpur) – Rs. 68.45 Lakhs

(15) Meera Bai Smarak, Merta (Nagaur) – Rs. 208.94 Lakhs

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Bala Qila Project Report for Development Works at Gogamedi (Hanumangarh) under Heritage Circuit (Alwar)

(16) Gogamedi (Hanumangarh) – Rs. 685.14 lakhs

(17) Façade Illumination of Jaipur City and Surrounding – Rs. 3104.99 Lakhs

Total Amount Released by MOT (1st Rs. 1992.01 Lakhs Instalment) on 28.06.2017

Development Works Sanctioned by MoT for Bala Quila (Alwar)

Ministry of Tourism (MOT), Government of India (GoI) has sanctioned total amount of Rs. Rs. 166.52 Lakhs for undertaking various development works given in the table below-

Sn Sanctioned Component Sanctioned Amount 1 Tourist Information Centre 9.13 2 Surface Parking 24.35 3 Landscaping the Fort 8.00 4 Development of Pathway

a) From Parking to Proposed Landscaping Area 3.33 b) From Parking to Hawa Burj View Point 5.55 Railing on Pathways. Landscaping Area And c) 10.30 Hawa Burj sub-total(Pathways) 19.18

5 Flood Light IIIumination of Fort 22.21 6 Storm Water Drainage 17.23 7 Basic Amenities in fort

a) Namma Toilets 9.22 b) Drinking Water Facility 3.86 c) Resting Shelter/Sitting Spaces 7.93 d) Dustbins 1.90 Benches on Pathway and various Sports in the e) 2.56 Fort Sub-total (Basic Amenities in fort Campus) 25.47

8 Basic Amenities at Temple

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Bala Qila Project Report for Development Works at Gogamedi (Hanumangarh) under Heritage Circuit (Alwar)

a) Namma Toilets 4.61 b) Drinking Water Facility 1.29 c) Dustbins 0.95 Benches on Pathway and various Sports in the d) 1.92 Fort Sub-total (Basic Amenities in Karni Mata 8.77 Temple) 9 Signages

a) Signages (Fort Map) at Key Location in Fort 4.12 b) Signage (Informative) in Fort Campus 8.24 Signage(Informative) at Alwar Bus Stand and c) 1.65 Railway Station Signage (Directional)on roads approaching to d) 4.12 Bala Quila e) Signage (Directional) in Fort 4.12 Sub-total (Signages) 22.25

Solar Lights on Pathways and Various Sports 10 4.89 in the Fort 11 CCTV Camera 4.74 BALA QUILA, ALWAR (TOTAL) 166.22

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Bala Qila Project Report for Development Works at Gogamedi (Hanumangarh) under Heritage Circuit (Alwar)

Brief of WO Details

Development Works at Bala Quila Name of Project (Alwar) under Heritage Circuit

Rs. 166.22 Lakhs (total amount) Sanctioned Amount by MOT

Name of Executing Agency RTDC

Date of Issuance of Work Order to Contractor 03.10.2018

Work Order Amount Rs. 106.60 Lakhs

Date of Start of Work 05.10.2018

Date of Completion of Works 04.10.2019

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Bala Qila Project Report for Development Works at Gogamedi (Hanumangarh) under Heritage Circuit (Alwar)

Annexure-1: Copy of Sanction of Heritage Circuit by Ministry of Tourism, GoI

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Bala Qila Project Report for Development Works at Gogamedi (Hanumangarh) under Heritage Circuit (Alwar)

Annexure-2: Copy of Work Order Issued to Contractor

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Bala Qila Project Report for Development Works at Gogamedi (Hanumangarh) under Heritage Circuit (Alwar)

Annexure-3: Detailed Drawings

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Bala Qila Project Report for Development Works at Gogamedi (Hanumangarh) under Heritage Circuit (Alwar)

Annexure-4: Detailed BOQ

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DEPARTMENT OF TOURISM, GOVERNMENT OF RAJASTHAN PROPOSED SPIRITUAL CIRCUIT UNDER SWADESH DARSHAN SCHEME ESTIMATE FOR DEVELOPMENT WORKS AT BALA QUILA GENERAL ABSTRACT OF COST (A&M BSR -2011, BUILDING BSR ALWAR 2012, PWD BSR-2013 ( For Electrical) ) S.N COST of each Total Cost COMPONENT Nos O unit in INR in Lacs BALA QUILA FORT 1 Tourist Facility Centre 1 1021393 10.21 2 Parking 1 1238917 12.39 3 Landscaping 1 1622181 16.22 4 Pathway (Parcel A & B) 1 1347813 13.48 5 Flood Light Illumination 1 2023588 20.24 6 Basic Aminties A Namma Toilet 1 1199524 12.00 B Drinking Water 2 128000 2.56 C Resting Shelter/Sitting Space 2 411154 8.22 D Dustbin 15 12500 1.88 E Benches 20 12500 2.50 7 Basic Aminties A Namma Toilet 1 1199524 12.00 B Drinking Water 1 128000 1.28 C Dustbin 5 12500 0.63 D Benches 14 12500 1.75 8 Signages 1557360 15.57 9 Solar Lights 15 30000 4.50 10 CCTV Camera 457840 4.58 11 Strom Water Drainage 1676265 16.76 A Total (1-11) 156.76 Agency Charges including Contingencies and Q.C. (@ 9.41 B 6%) Total after adding (A+B) 166.16 Grand Total in Lacs 166.16 Rajasthan Tourism Development Corporation Ltd. Jaipur. Name of Work:-Development Work at Bala Qilla (Alwar) GENERAL ABSTRACT S.No Particulars Amount 1 Part- A Civil Work (BSR 2012 Alwar) 4,607,368.67 Add/Subtract Tender Premium % above/below@ ------Total Part A ------2 Part- B A&M Work (A&M BSR 2011 Jaipur) 1,037,131.97

Add/Subtract Tender Premium % above/below@ ------

Total Part B ------3 Part- C Sanitary Work (BSR 2012 Alwar) 111,846.00

Add/Subtract Tender Premium % above/below@ ------Total Part C ------4 Part-D Electrical Work (BSR 2013 Jaipur) 1,916,853.00

Add/Subtract Tender Premium % above/below@ ------

Total Part D ------5 Part-E Road Work (BSR 2012 Alwar) 202,511.15

Add/Subtract Tender Premium % above/below@ ------

Total Part E ------6 Part-F Horticulture Work (BSR 2012 Alwar) 4,284.00 Add/Subtract Tender Premium % above/below@ ------Total Part F ------7 Part-G ( NON BSR) Total Part G 7,334,814.26

Total Part (A+B+C+D+E+F) RS. 15,214,809.05 G-SCHEDULE NAME OF WORK:-DEVELOPMENT WORK AT AT BALA QILLA (ALWAR) PART A-CIVIL WORK BSR-ALWAR :-PWD 2012 S. PARTICULARS QTY UNIT RATE AMOUNT NO Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and 1 depositing and refilling of jhiri with watering & ramming 362.86 CUM 113.00 41003.07 and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil.

Filling available excavated earth (excluding rock) in 2 trenches, plinth side of foundation etc. in layers not 35.50 CUM 45.00 1597.68 exceeding 20 cm. in depth , consolidating each deposited 3 Random rubble dry stone Kharanja under floor. 5.97 CUM 653.00 3900.37 Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost 4 of centering and shuttering =All up to plinth level : 1:4:8 369.64 CUM 2453.00 906734.28 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or 5 lacing courses, parapets, coping, bed blocks, anchor blocks, 1.13 CUM 3807.00 4307.62 plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. : M15 grade Nominal Mix, 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in 6 cement sand mortar 1:3 (1 cement: 3 coarse sand) and 21.12 CUM 4025.00 85027.32 making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) 7 excluding the cost of centering, shuttering and 26.85 CUM 3862.00 103688.91 reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. : M20 grade Nominal Mix / Design Mix Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and 8 removal of formwork for foundations in basements rafts, 349.56 SQM 118.00 41248.08 footings, strap beams, bases of columns , etc. up to plinth level. S. PARTICULARS QTY UNIT RATE AMOUNT NO Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with 9 wooden members and removal of formwork for 229.75 SQM 214.00 49165.93 superstructure up to 4.5 mtr above plinth, for: Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in 10 position and binding (including cost of binding wire) all 6372.46 KG 66.00 420582.10 complete up to floor three level. Tremo Mechanically treated bars Half brick masonry in foundation & plinth using bricks of 11 designation 75 : Cement mortar 1 : 4 (1 cement : 4 coarse 26.09 KG 299.00 7799.42 sand) Providing and fixing Granite stone slab mirror polished and machine edge cut in Walls, Pillars, Steps, Shelves, Sills, Counters. Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 jointing with white cement mortar 1:2 (1 12 11.51 SQM 2338.00 26910.38 white cement: 2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing of : 1501 Cm2 to 3600 Cm2 Tiles (Green/Black) Extra for providing edge moulding to 18 mm thick marble stone counters, vantities etc. over item No. 7.1 & 7.2 including machine polishing to edge to give high gloss 13 finish etc. complete as per design approved by Engineer-in- 21.80 MTR 183.00 3989.40 Charge. : Granite Work

Extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanit counters and similar location in marble / stone work including 14 4.00 EACH 202.00 808.00 necessary holes for pillars taps etc. including rubbing and polishing of cut edge etc. complete.

Providing and fixing M.S. sheet single leaf door shutter in angle iron frame 35 x 35 x 5 mm suitabilly diagonally braced with 25 x 3 mm flat iron above and below lock rail 15 of size 50 x 5 mm beading extra including all fittings, as per 6.30 SQM 2022.00 12738.60 direction of Engg. incharge but excluding cost of chowkhats : including two coats of anit-corrasite red oxide primer paint. Providing and fixing M.S. sheet single leaf door shutter in angle iron frame 35 x 35 x 5 mm suitabilly diagonally braced with 25 x 3 mm flat iron above and below lock rail 16 of size 50 x 5 mm beading extra including all fittings, as per 6.50 SQM 2426.40 15771.60 direction of Engg. incharge but excluding cost of chowkhats : including two coats of anit-corrasite red oxide primer paint. : Extra for double leaf shutters. S. PARTICULARS QTY UNIT RATE AMOUNT NO Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangement for inside and outside 17 locking with push and pull operation complete including 8.61 SQM 1552.00 13362.72 cost of spring hooks, providing and fixing necessary 25.3 cm. long wire springs grade No. 2 and M.S. top cover 1.25 mm thick or rolling shutters as per design. (Clear openable area to be measured for payament).

18 Providing and fixing ball bearing for rolling shutters. 2.00 EACH 460.00 920.00 Painting with synthetic enamel paint of approved brand and 19 manufacture to give an even shade : Two or more coats on 21.41 EACH 44.00 942.04 new work Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved 20 by Engineer in charge in skiriting, risers of steps and dados 64.76 SQM 552.00 35749.73 over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete. Providing and laying Ceramic MAT floor tiles (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, 21 Ivory, Grey, Fume Red Brown of any size, laid on 20 mm 118.72 SQM 568.00 67433.08 thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mixed with pigment of matching shade complete. Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab 22 1560.11 SQM 791.00 1234043.06 including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : For area of each slab from 2001 to 5000 Sq.Cm Fine dressed & machine cut edges 30-35 mm thicksand stone flooring over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) jointed grey cement 23 35.06 SQM 700.00 24538.50 slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of EI. : Mandana Stone Plaster on new surface on wall in cement sand mortar 1 : 4 24 including raking of joints etc. complete fine finish : 20 mm 166.16 SQM 114.00 18942.24 thick . 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 25 38.34 SQM 70.00 2683.80 fine sand). S. PARTICULARS QTY UNIT RATE AMOUNT NO Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade 26 including all scaffolding : New work (two or more coats) 204.50 SQM 51.00 10429.50 over and including scrapping and priming coat with cement primer. Providing and applying white cement based putty over 27 plastered surface to prepare the surface even and smooth 204.50 SQM 81.00 16564.50 complete Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10 m height with 20 to 30 mm thick Pink Sand stone (Bansi Paharpur) and backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse 28 sand) including pointing in white cement mortar 1:2 (1 19.05 SQM 1528.00 29105.34 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid separately) : Exposed face Machine cut

Grading roof water proofing treatment with : Cement 29 concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone 11.83 CUM 3529.00 41762.19 aggregate 20 mm nominal size). Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and 0.30 30 Kg/Sqm. Of VG-10 (80/100) grade) and joints filled with 118.34 SQM 213.00 25206.42 cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge.

Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase 31 or verandah as per design complete in all respect (wooden 8945.69 KG 63.00 563578.47 or PVC hand railing to be paid extra) with priming coat of red oxide. Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm 100 32 measured at a height of 1 m above ground level and 77.46 252.00 19519.92 SQM removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. Earth work in excavation over areas (exceeding 30 cm in depth, 1.5 Mtr. in width as well as 10 Sqm on plan) 33 including disposal of excavated earth lead upto 50 m and 351.45 CUM 112 39362.40 lift upto 1.5 Mtr. disposed earth to be leveled and neatly dressed : All kinds of soil Random Rubble stone masonary for foundation and plinth 34 in Cement Sand Mortar above 30 Cm. thick wall in : 258.03 CUM 1903 491025.86 Cement Mortar 1:6 (1-Cement:6-Sand). Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sum on plan) including 35 disposal of excavated earth, lead upto 50 m and lift upto 1.5 222.75 CUM 163 36308.25 m, disposed earth to be levelled and neatly dressed : Ordinary rock S. PARTICULARS QTY UNIT RATE AMOUNT NO Painting with acid proof paint of approved brand and 36 manufacture of required colour to give an even shade : 239.75 SQM 41 9829.78 Two or more coats on new work . Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) 37 excluding the cost of centering, shuttering and 3.78 CUM 4394 16609.32 reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. : M20 grade Nominal Mix / Design Mix Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all 38 11.61 CUM 2662 30900.50 shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) Half Brick work with F.P.S. bricks of class designation 75 in superstructure above