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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.1 LAccepted-AOC AT NANDINI ROAD BHILAI CHHATTISHGARH 490001 | BHILAI | CHHATTISHGARH | CHHATTISHGARH | 490001 | ₹88.1 L | L1 | Accepted-AOC LOWEST BIDDER L1 |
| 2 | L2₹1.0 Cr+₹16.8 L (19.1%)Rejected-Finance 56 HAZRA ROAD FIRST FLOOR KOLKATA 700019 | KOLKATA | KOLKATA | WEST BENGAL | 700019 | ₹1.0 Cr+₹16.8 L (19.1%) | L2 | Rejected-Finance REJECTED |
| 3 | L3₹1.5 Cr+₹62.8 L (71.3%)Rejected-Finance | ₹1.5 Cr+₹62.8 L (71.3%) | L3 | Rejected-Finance REJECTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
Tender Value
₹1.6 Cr
EMD Value
₹2.1 L
Closing Date
5 Jan 2026, 11:30 amClosed
STAFF OFFICER CIVIL NAGPUR AREA
OFFICE OF THE AREA GENERAL MANAGER NAGPUR AREA PO KASTURBA NAGAR JARIPATKA NAGPUR 440014
Dismantling of Old RCC Water Tanks and Replacement with PVC Water Tanks including APP Waterproofing Treatment and CPVC/G.I. Plumbing Works in Miners Type Quarters at Chankapur Colony Under Silewara Sub Area
2025_WCL_349709_1
na3250-civ-e-tender 45-2025-26
Open Tender
Civil Works - Others
Percentage
180 days
SILEWARA SUB AREA
AS PER NIT
5 documents required · 5 mandatory
₹2.1 L
4 Jul 2026
19 Dec 2025
6 Jan 2026
19 Dec 2025
5 Jan 2026
20 Dec 2025
19 Dec 2025 - 29 Dec 2025
Labor charges for disconnecting and re-fixing existing 500 litre pvc water storage tank on roof, including pipe joint opening , shifting , placing in position, and aligning with existing connections as per instructed by engineer in charge.
Disconnecting & dismantling damaged overhead/terrace Precast RCC water storage tank (upto floor two level) of any size from water supply line and disposal of dismantled malba / similar unserviceable, waste materials within 50 metres lead including shifting at ground level and providing temporary water supply connections as per direction of Engineer-in-charge.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6(1 cement: 6 coarse sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. Complete. 40 mm thick with 20 mm nominal size stone aggregate
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes butwithout fittings and the base support for tank.
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 25mm nominal bore, weighing not less than 62 gms
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal dia Pipes
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 25 mm nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 25 mm dia nominal bore
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 – 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of Membrane : 3 mm thick
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