Rural Development And Panchayat Raj Department Tender
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The RDPR has issued a formal invitation for competitive bids for the Rural Development And Panchayat Raj Department project, for Construction Of 30000litre Capacity Oht At Agaram Village In Ambalavananpettai Panchayat in Cuddalore, Tamil Nadu, with an estimated contract value of Rs. 18,50,000. The bid opening date for this tender is 21-01-2025 and the last date for bid submission is 30-01-2025. Interested bidders for Rural Development And Panchayat Raj Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Electrical and Electronics
Water Storage And Supply
Eprocure
Opening Date21 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 18,50,000
Costs
EMD
₹ 18,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 30000litre Capacity Oht At Agaram Village In Ambalavananpettai Panchayat
Description
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Contact
Tender Id
2025_RDTN_517236_12Tender No
15th Finance Commission(DP) - 2024 - 25Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Supply & Delivery of following Pipes and specials for OHT connection Supply of GI Pipes for OHT Connections 65 mm dia
60
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Provision for Plaft form
1
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Labour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the Deparment Officers,
1
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Supply and Delivery of G.M.Gate valve 65mm size
3
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Painting Department emblem 1 x 1 on the SR with enamel paint as per Board's specification and as directed by Deparment officers
1.8
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For column beam floor slab side wall from 10.98m to 14.64 m from GL
11.88
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Supply & Delivery of 65 mm G.I bend
9
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Supply & Delivery of 65 mm G.I flange
8
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For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL
2.81
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Providing GI ventilating arrangements mosquito proof nylon net with 110 mm GI pipes and cowl and as directed by Deparment officers
3
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Construction of 30,000 lit OHT Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth First depth of 2m
57.25
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Supply & Delivery of 65 mm G.I Coupling
12
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2 nd Depth
11.44
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Supply & Delivery of 80 x 65 mm G.I Reducer
3
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For Column (5.31m to 6.30m )
3.48
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For Column (9.31m to 10.30m )
4.8
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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 Deparment officers
229.6
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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 For column footing and GL Brace PLANE SURFACES Below GL
51.14
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CURVED SURFACE For Side Wall, & Floor slab sides and Haunch 0 to 3.30 M
104.07
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8.3. to 9.30 m For Brace III
9.01
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Supply & Delivery of 90mm T.Coupler PVC
3
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3.30 TO 4.30 m Roof slab
13.95
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For Column (10.31m to 11.30m )
4.8
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5.3. to .30 m For Brace II
9.01
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For column and brace III 7.32 to 10.98m from GL
2.27
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11.30 TO 12.30 m Roof slab
32.06
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For Column (8.31m to 9.30m )
4.8
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GL 0 to 3.30 M For Brace I
9.54
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For Column (6.31m to 7.30m )
3.55
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9.3. to 10.30 m For Brace III
0.53
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For column ( 0.00m to 3.30m ).
13.92
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Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers
39.53
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SQUARE COLUMN For column Below GL For column GL 0 to 3.30M
7.2
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Supply & Delivery of 65 mm G.I Tee
3
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For Column (7.31m to 8.30m )
3.62
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For column and brace II 4.5m to 7.32m from GL
2.46
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For column ( 3.31m to 4.30m ).
4.8
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Providing Pumping main and EPL Arangements
1
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Provision for Name board
1
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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 Department officers.
4.29
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6.3. to 7.30 m For Brace II
0.53
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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 Department officers.
4.29
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For column ( 4.31m to 5.30m).
4.8
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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 Deparment officers.
46
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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 cur
1
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For Column (11.31m to 11.40m )
0.91
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For Column and Brace upto G.L ( 0 to1,50 below GL )
1.49
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Providing manhole cover of size 1x1 0.75 X 0.75 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 Department officers.
1
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