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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.9 LAdmitted-Finance | -27.88% | ₹21.9 L | L1 | Admitted-Finance |
| 2 | L2₹25.4 L+₹3.6 L (16.3%)Admitted-Finance | -16.13% | ₹25.4 L+₹3.6 L (16.3%) | L2 | Admitted-Finance |
| 3 | L3₹26.8 L+₹5.0 L (22.8%)Admitted-Finance | -11.45% | ₹26.8 L+₹5.0 L (22.8%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹30.3 L
EMD Value
₹71,600
Closing Date
7 Jul 2026, 5:00 pmClosed
General Manager(Jal)
Water Works Compound, Sector-5, Noida
Strengthening of W/s (Replacement of old chocked and damage water line in A, B and C block sector-23) Noida.
2026_NOIDA_1165560_1
13/SM(JAL)-II/ET/2026-27
Open Tender
Civil Works - Others
Fixed-rate
90 days
Noida
Please refer to Tender Form/Document
3 documents required · 3 mandatory
₹2,124
NOIDA
₹71,600
21 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
7 Jul 2026
1 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road. (DSR Code No.-15.43.2) AOR | 1,299.5 | Sqm. | 164.91 | ₹2,14,300.54 |
| 2 | Earth work in excavation by mechanical means (hydraulic excavater)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. All kinds of soil. (DSR Code No.-2.8.1) AOR | 1,434 | Cum. | 144.93 | ₹2,07,829.62 |
| 3P/L following size of Finolex makes PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS:4985-2000 with latest amendment. Make-Finolex Industries Ltd./Kisan/supreme Industries Ltd. (Rate as per Comparative Statement per Rm.) | |||||
| 3.1 | 140 mm dia with coupler @ 6 Kgf/Cm2 pressure with i/c all PVC standard Specials. NSI-1.3.03 | 1,010 | Mtr. | 473.25 | ₹4,77,982.5 |
| 3.2 | 160 mm dia with coupler @ 6 Kgf/Cm2 pressure with i/c all PVC standard Specials. NSI-1.3.04 | 70 | Mtr. | 586.53 | ₹41,057.1 |
| 4 | P/F MS specials such as Tee, Bends, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. (NSI-1.7.00) | 2,050 | Kg | 72.63 | ₹1,48,891.5 |
| 5P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanges as per PD of IS 14846 corresponding to BS EN-558/ISO 5752 Basic Series 3 in CI construction having metal seating (IS 318 Gr. LTB 2) with comple Component & Material of construction following below :- | |||||
| - | 1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260 | - | - | - | - |
| - | 2- Spindle - Non rising : Stainless Steel AISI 410 | - | - | - | - |
| - | 3- Body seat/Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed) | - | - | - | - |
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