Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.6 CrAdmitted-Finance | -10.15% | ₹8.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.1 CrAdmitted-Finance | -5.65% | ₹9.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹9.4 CrAdmitted-Finance | -2.11% | ₹9.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹10.8 CrAdmitted-Finance | +12.89% | ₹10.8 Cr | L4 | Admitted-Finance |
| 5 | L5₹10.9 CrAdmitted-Finance | +13.93% | ₹10.9 Cr | L5 | Admitted-Finance |
Tender Value
₹9.6 Cr
EMD Value
₹19.2 L
Closing Date
30 Mar 2026, 3:00 pmClosed
Executive Engineer, Civil Division-X
Executive Engineer, Civil Division-X
Construction of Retaining Wall (City Side) at RME from RD 0.00 Metre to 3550.00 Metre
2026_IFC_289134_1
EE/CD-X/2025-26/96 recall
Open Tender
Civil Works
270 days
Yamuna
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹19.2 L
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Demolishing brick work 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. In cement mortar | |||||
| 2Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | |||||
| 3Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil. | |||||
| 4Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | |||||
| 5Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used.500 mm dia piles | |||||
| 6Providing 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size). | |||||
| 7Providing 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 : Extra for providing richer mixes at all floor levels.:Note:- Excess/less cement over the specified cement content used is payable/recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/ cum) | |||||
| 8Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete | |||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for all heights: Columns, Pillars, Piers, Abutments, Posts and Struts | |||||
| 10Centering and shuttering including strutting, propping etc. and removal of form for all heights: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | |||||
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.32 MB
Tendernotice_2.pdf
PDF • 0.34 MB
Tendernotice_3.pdf
PDF • 0.84 MB
BOQ_383878.xls
BOQ • 0.36 MB
tenderdocuments.pdf
Tender Documents • 1.29 MB
Download all tender documents and submit your bid