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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -22.10% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹33,530.27 (0.19%)Admitted-Finance | -21.95% | ₹1.7 Cr+₹33,530.27 (0.19%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹13.7 L (7.84%)Admitted-Finance | -15.99% | ₹1.9 Cr+₹13.7 L (7.84%) | L3 | Admitted-Finance |
| 4 | L4₹2.2 Cr+₹47.2 L (27.1%)Admitted-Finance | -1.00% | ₹2.2 Cr+₹47.2 L (27.1%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical 202 2ND FLOOR AGGARWAL SHOPPING CENTRE PLOT NO 1 LSC CD BLOCK PITAMPURA NEW DELHI 110034 | NORTH WEST | DELHI | 110034 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
5 Aug 2026, 5:00 pmClosed
General Manager
Main administrative building, Sector-6, Noida
M/o Road (C/o RCC Drain and RCC Footpath between Sector-84 and 86, 84 and 83) Noida
2026_NOIDA_1171705_1
19/GM/SM/WC-7/ET/2026-27
Open Tender
Civil Works
Fixed-rate
270 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹4.5 L
1 Sept 2026
22 Jul 2026
6 Aug 2026
22 Jul 2026
5 Aug 2026
22 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 | Earth work in excavation by mechanical means (Hydraulic excavator) / 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 diffrent utilites 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. | 4,039 | Cum | 144.93 | ₹5,85,372.27 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) | 216 | Cum. | 5,746.88 | ₹12,41,326.08 |
| 3 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level | 783 | Cum. | 7,912.32 | ₹61,95,346.56 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Machanically treated bars of grade Fe-500D or More. | 69,363 | Kg | 82.81 | ₹57,43,950.03 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 619 | Sqm | 181.64 | ₹1,12,435.16 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 5,500 | Sqm | 335.55 | ₹18,45,525 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform | 476 | Sqm | 385.68 | ₹1,83,583.68 |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. | 2,020 | Cum | 93 | ₹1,87,860 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand) | 506 | Cum | 5,088.17 | ₹25,74,614.02 |
| 10 | P/L following size of Finolex makes PVC pipes 6Kg/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, plastochem PV-85 pvc solvent cement complete. PVC Pipe must be conferming to IS : 4985-2000 with latest amendment.Make- Finolex Industries Ltd./Kisan/supreme Industries Ltd (Rate As Per comparative Statement per Rm.) (NSI)-110 mm dia with Coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard Specials | 19 | Meter | 287.8 | ₹5,468.2 |
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