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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹39.6 LAdmitted-Finance | -30.65% | ₹39.6 L | L1 | Admitted-Finance |
| 2 | L2₹44.0 LAdmitted-Finance | -22.88% | ₹44.0 L | L2 | Admitted-Finance |
| 3 | L3₹46.9 LAdmitted-Finance | -17.88% | ₹46.9 L | L3 | Admitted-Finance |
Tender Value
₹57.1 L
EMD Value
₹1.1 L
Closing Date
7 Apr 2026, 3:00 pmClosed
Executive Engineer, Civil Division-X
Executive Engineer, Civil Division-X
Construction of Main Gate in Tughlakabad Village in Tughlakabad ConstituencyAC-52.
2026_IFC_289514_1
EE/CD-X/2026-27/01
Open Tender
Civil Works
180 days
Tughlakabad
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.1 L
7 Apr 2026
1 Apr 2026
7 Apr 2026
1 Apr 2026
7 Apr 2026
1 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth 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. | ||||||
| 2Filling 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 1.5 m. | ||||||
| 3Providing 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 (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | ||||||
| 4Providing 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | ||||||
| 5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor III level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | ||||||
| 6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | ||||||
| 7.01 | Centring and shuttering including strutting, propping etc. and removal of form for all heights. Foundations, footings, bases of columns etc. for mass concrete. | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 7.02 | Centring and shuttering including strutting, propping etc. and removal of form for all heights.Lintels, beams, plinth beams, girders, bressumers and cantilevers. | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 7.03 | Centring and shuttering including strutting, propping etc. and removal of form for all heights. Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo -Mechanically Treated Bars of grade Fe-500D or more. | ||||||
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