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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | ₹6.6 L | L1 | Accepted-AOC - |
| 2 | L2₹6.8 LRejected-Finance | ₹6.8 L | L2 | Rejected-Finance Above Tender |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
26 Feb 2025, 3:00 pmClosed
Executive Officer
359. Sathy Athani Main Road, T.N.Palayam
Construction of 10,000 Litres Capacity OHT 7.5 M Stage at Ward No.01 J.J. Nagar in Vaniputhur Town Panchayat
2025_DTP_527488_1
47/2025
Open Tender
Civil Works - Water Works
Works
80 days
Vaniputhur Town Panchayat
2 documents required · 2 mandatory
₹0
₹16,000
Yes
1 Mar 2025
24 Feb 2025
27 Feb 2025
24 Feb 2025
26 Feb 2025
24 Feb 2025
24 Feb 2025 - 26 Feb 2025
Amount
Earth work excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soilsHard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation as directed by Engineer incharge. First depth
Second Depth
Pipe line
Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Supplying and erecting, centering for sides and soffits including supports and strutting upto 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheet of 90cm x60cm BG 10 gauge stiffened with welded M.S. angle of 25 x 25 x 3mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at not less than 75 cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. Plain surface Below GL
0.00 to 3.30 M Lvl Above GL
5.31 to 6.30M LvL Above GL
Curved surface 0.00 to 3.30m Lvl From Floor slab Bottom
Column Below GL
0.00 to 3.30 M Above GL
3.31 to 4.30 M Above GL
4.31 to 5.30 M Above GL
Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - . 1.5 to 4.50 M Lvl Below GL
0.00 to 1.50 M Lvl Below GL
0.00 to 4.50 M Lvl Above GL
4.50 to 7.32m Lvl Above GL
7.32 to 10.98m Lvl Above GL
Supplying and Fabrication of Steel and placing in position MS / Ribbed tor steel grills for RCC works as per design given including cost of steel and GI binding wire in Floors etc., Complete complying with standard specification in force per KiloGram.
Plastering with cement mortar 1:3 ( One cement and three sand)10 mm thick including cost and conveyance of all materials to site including curing etc.,complete as per standard specification
Painting the new walls two coats over one coat of priming with best Emulsion paint of approved colour and quality including preparation of surface and finishing neatly etc., complete complying with standard specification and as directed by the department officers etc., complete complying with standard specifications.
Frabrication, 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 30,000 litres capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by Engineer Incharge - TWAD SOR 2024-2025 Page No : 92, Unique Code : WD-M1472
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One Cement, One and Half sand Three aggregates) Using 20 mm 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 45cm consisting of two Nos. of vertical post 10cm x 15cm and steps slab of 25mm x 25mm etc., complete and as directed by Engineer Incharge
Providing manhole cover of size 0.60 x .060M in RCC 1:1.5:3 with suitable reinforcement and 50 x 50 x 6mm MS Angle fixed along edges and as directed by Engineer Incharge
Painting Name Board on the SR with enamel paint as per Standard specification and as directed by Engineer incharge
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.
Supply and Delivery of GI/PVC pipes and specials 5 HP Submersible pump 200 Lpm x 100m Head
5 HP Dol Starter
4 Sqmm 3 Core Flat Type Copper Cable
80mm GI pipe medium
50mm GI pipe medium
63mm pvc pipe
63mm PVC Tee
63mm Pvc FTA
63mm pvc Elbow
90mm pvc FTA
80mm GI Elbow
65mm GM Gate Valve
50mm GM Gate Valve
90mm pvc pipe
Refilling with excavated soil (other than sand) complying with the standard specification for filling in Excavated pipe line trench etc. complete.
Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
SRIDHAR . K.P (BID ID -1258520)
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