Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date10 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 12,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers.

1.44

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Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.

2.17

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RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board officers. A) For items 1.5m to 4.5m below GL FOOTING For rectangular portion For trapezoidal portion

2.63

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B) For items 0 to 1.50m below GL For column upto G.L. For GL brace

1.03

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C)For items 0m to 4.5m above GL Columns Brace at 3.375 m ht.

2.11

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D)For items 4.51m to 7.32m above GL Columns Brace at 6.375 m ht.

1.5

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E) For items 7.32m to 10.98 m above Column up to 9.30 m ht. For Beam at 7.00 m ht. above GL For floor slab at 7.2 m above GL

2.49

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F) For items above 7.32 m & up to 10.98 m from GL Sidewall For haunches from 5.70m to 6.03m

3.65

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G) For Roof Slab 10.93m to 11.08m Deduction for manhole cover For GI Ventilating arrangements

1.07

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Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by TWAD Board officers. A) PLANE SURFACES a. Below G.L.& Upto 3.30 m ht For footing sides For GL Brace bottom For GL Brace sides inner For GL Brace sides outer Roof slab bottom Deduct for Manhole Deduct for sidewall junction ADD Sides of manhole

15.96

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b)3.31 m to 4.30 m For GL Brace bottom For GL Brace sides inner For GL Brace sides outer

5.78

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c) 6.31 to 7.30m Grid beam inside Grid beam outside Grid beam bottom Bottom of floor slab Deduction for Floor beam junction

22.26

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B)Curved Surface a) 0 to 3.30m Floor slab sides Side wall outer Side wall inner Haunch (slanting) Sides of roof slab

44.19

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C)Square column a) Below G.L. b) Ground level to 3.30 m, D/F Brace

20.64

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c) 3.30 to 4.30m D/F Brace

3.6

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d) 4.31 to 5.30m

4.8

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e) 5.31 to 6.30m

4.8

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f) 6.31 to 7.30m D/F Brace

3.6

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7.31 to 8.30m

4.8

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8.31 to 9.30m

3.36

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Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by TWAD Board officers For column Brace at 2.775m above G.L. Floor beam outer face Inner face Bottom Floor slab bottom Floor slab sides Floor slab top offset Side wall outer Roof slab sides Deduct column & Brace junction Floor beam junction with floor slab Add Roof slab Bottom projection

74.7

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Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers. Up to16 mm dia and above 16 mm dia rods

16.2

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FabricatFabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by TWAD Board officers.

1

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Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 25mm x 25mm etc., complete and as directed by TWAD Board officers. (Vide seperate Sheet)

1

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Providing GI Ventilating arrangements mosquito proof nylon net with 110mm PVC pipes and cowl and as directed by TWAD Board officers

2

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Providing manhole cover of size 0.60 m X 0.60 m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers.

1

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Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. a) As per item l(a) + l(b) Less item 2,3 & 4A & 4B Total

22.55

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Providing GI pipe connection to the OHT

1

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Geo Physical Survey charges

1

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Provision of EB service charges

1

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Drilling of 150 mm dia Borewell in the hard rock area to the required depth. a) Over Burden Soil Portion

12

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b) Hard rock area

278

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c) Supply and erection of 165mm dia OD PVC 6KSC Casing Pipe in the Borewell

12

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d) Borewell Cover

1

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Supply and delivery of Three phase Submersible Pumpset (As per IS 8034) including all tax charges. Pumpset : 5.00 HP Duty 50X175m head

1

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Three phase panel board with two level guard and auto starter including tax charges.

1

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Supply and delivery of following GI pipes and specials conforming to IS 694/1990 for GI Pipes IS 1239/1990 part I required for pumpset erection. a) 4.00 sq.mm flat copper Submersible cable

181

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40mm UPVC Pipe

171

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40mm GI pipe

0.9

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40mm GI Coupling

2

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40mm GI Elbow

2

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40mm GI Union

1

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40mm MS Clamp set

2

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40mm GM Non Return Valve

2

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20 mm PVC Pipe for Cable encasing including earth work, laying, refilling charges.

10

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7/20 copper wire for Service Connection (SD 65)

10

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25mm GI pipe for Service connection

3

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Transport charges for All materials at the site.

1

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Labour charges for erection, testing and commissioning of the submersible pumpsets in the bore well including fixing and jointing the submersible cable with proper clamps up to the starter to the required depth using erection of clamps,valves,Panel Board

1

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Supply, delivery and erection of EB meter board with supply and fixing of 16 amps fuse unit 1 No. copper neutral link, indicator lamp with switch holder bulb and single phase main switch etc. complete.

1

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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B Pipeline

108

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Supply of 50mm HDPE including cost and conveyance of all materials to site and all labour charges etc., completed. Pipeline

400

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Labour charges for laying and joining 40mm HDPE Pipes including all labour charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete. 50mm PVC Pipe

400

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Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete. Pipeline , D/F Pipe

107.21

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Earth work excavation and depositing on bank with in initial lead lift in Hg soil for foundation etc. complete. Sealing Portion, Ded for MS Pipe

0.14

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Plain Cement concrete 1:4:8 mix using 40mm ISS metal including all cost and conveyance of all materials to site and all labour charges etc complete. Sealing Portion, Ded for MS Pipe

0.12

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Plain Cement Concrete 1:2:4 (one cement two sand and four aggregate) using 40mm HBS for foundation including the cost of mixing concrete, remaining, curing etc., complete. Sealing Portion, Ded for MS/PVC Pipe

0.35

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Supply and errection of steel centering for RCC works using MS sheets and angles and strutting upto 3.00 in height including cost and conveyance of all materials to site and all labour charges etc complete. Sealing Portion

1.73

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Cover plate for borewell, Provision for 20mm HBG stones

1

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Construction of Masonry Pedestal (Pump Room) for Housing the Panel Board Size 1.20m x 0.60m x 0.75m

1

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Provision for Name Board

1

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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

1

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