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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.1 LAdmitted-Finance | -23.00% | ₹16.1 L | L1 | Admitted-Finance |
| 2 | L2₹17.6 LAdmitted-Finance | -15.99% | ₹17.6 L | L2 | Admitted-Finance |
| 3 | L3₹17.8 LAdmitted-Finance AT NEAR KABRISTAN 01 09 S O BANSHI MISTRY DIST RATU KANTITAND RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | -14.88% | ₹17.8 L | L3 | Admitted-Finance |
| 4 | L4₹18.2 LAdmitted-Finance | -12.88% | ₹18.2 L | L4 | Admitted-Finance |
| 5 | L5₹20.3 LAdmitted-Finance | -3.10% | ₹20.3 L | L5 | Admitted-Finance |
Tender Value
₹20.9 L
EMD Value
₹42,000
Closing Date
8 Apr 2026, 5:00 pmClosed
GENERAL MANAGER CIVIL
SECTOR 6 NOIDA
M/o Building (C/o One Room With Toilet for Library in Community Center Hoshiyarpur) Noida
2026_NOIDA_1132610_1
28/NOIDA/DyGM/SM-WC-03/2025-26
Open Tender
Civil Works - Others
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,124
NOIDA
₹42,000
27 May 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
8 Apr 2026
2 Apr 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 over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. 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 | - | Cum | - | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) DSR 18/I.No. 4.1.8/P- | - | Cum | - | - |
| 3 | Earth work in embankment in ordinary soil embankment to be in 20cm. layers breaking clods, watering rolling each layers with 0.5 tonne roller or wooden/steel rammer and rolling every third or top most layer with power roller of minimum 8 tonne roller including ramming dressing the surface to required level and slope including all lift and all lead(earth shall be brought from place which is beyond Noida area) including carriage of earth by mechanical transportation and all T & P labour etc. required for proper completion of work (earth shall be arranged by the contractor at his own cost. | - | Cum | - | - |
| 4 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm | - | Sqm. | - | - |
| 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum. | - | - |
| 6 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the 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 | - | Cum | - | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level, Thermo Mechanically Treated bars of grade Fo_500D or more. Iten No.-5.22.6 | - | Kg | - | - |
| 8 | Centring and shuttering including strutting, propping etc. and removal of form work for. Foundation, footings, bases of Columns etc for mass concrete. | - | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access, platform DSR 18/I.No. 5.9.3/P- | - | Sqm | - | - |
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