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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹45.3 LAdmitted-Finance | -31.89% | ₹45.3 L | L1 | Admitted-Finance |
| 2 | L2₹47.5 LAdmitted-Finance | -28.51% | ₹47.5 L | L2 | Admitted-Finance |
| 3 | L3₹49.2 LAdmitted-Finance | -25.97% | ₹49.2 L | L3 | Admitted-Finance |
| 4 | L4₹51.3 LAdmitted-Finance | -22.88% | ₹51.3 L | L4 | Admitted-Finance |
Tender Value
₹66.5 L
EMD Value
₹1.3 L
Closing Date
24 Mar 2026, 3:00 pmClosed
Executive Engineer, Civil Division-X
Executive Engineer, Civil Division-X
Construction of Culvert at Pehladpur Shamshan Ghat in Tughlakabad Constituency AC-52.
2026_IFC_288907_1
EE/CD-X/2025-26/101
Open Tender
Civil Works
180 days
Tughlakabad
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.3 L
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Ordinary rock :Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia | ||||||
| 2Earth 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 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge..All kinds of soil. | ||||||
| 3Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes. | ||||||
| 4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | ||||||
| 5Provinding and Laying Brick Work flat solling in the bed of drain. | ||||||
| 6Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level: Concrete of M10 grade with minimum cement content of 220 kg /cum | ||||||
| 7Providing and laying RMC of M-30 grade By using minimum 350kg of cement(43 grade, OPC) per cum of concrete in roads / streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS9103 to accelerate/ retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibratos, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction / expansion, construction of cross / longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc. complete, as per direction of Engineer in-charge. (Cost of joint filler & sealants shall be paid for separately under relevant items). Note:- Cement content considered in M-30 is @ 350 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately M-30 RMC by using minimum cement @350 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. | ||||||
| 8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | ||||||
| 9.01 | Centring and shuttering including strutting, propping etc. and removal of form for all heights. Foundations, footings, bases of columns etc. for mass concrete. | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 9.02 | Centring and shuttering including strutting, propping etc. and removal of form for all heights. Suspended floors, roofs, landings, balconies and access platform. | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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