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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC 1192 SMALL FLATS DHANAS CHANDIGARH | L1 | Accepted-AOC Lowest 1 | |
| 2 | L2₹36.7 L+₹8.7 L (31.2%)Rejected-Finance CHANDIGARH CHANDIGARH | NA | NA | 160001 | L2 | Rejected-Finance The rates quoted by the agency on higher side | |
| 3 | L3₹37.9 L+₹10.0 L (35.8%)Rejected-Finance N A | NORTH | DELHI | 110006 | L3 | Rejected-Finance The rates quoted by the agency on higher side |
Tender Value
₹33.3 L
EMD Value
₹66,647
Closing Date
28 Oct 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
E.E.C.P.-1
Executive Engineer, C.P. Division No.1, 4th Floor, Deluxe Building Sec 9, Chandigarh
CONSTRUCTION OF 02 LIFTS AT POST GRADUATE GOVT. COLLEGE, SECTOR 11 CHANDIGARH (LIFT AROUND CORRIDOR AREA AND LIBRARY AREA)
2026_CHD_96329_1
CP1/2026/3113409
Open Tender
Civil Works - Buildings
Percentage
180 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹66,647
5 Nov 2026
21 Oct 2026
28 Oct 2026
21 Oct 2026
28 Oct 2026
21 Oct 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 (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 (DSR 2.6.1) | 92.48 | cum | 172.71 | ₹15,972.22 |
| 2 | 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 and for alllift. (DSR 2.25) | 28.54 | cum | 190.71 | ₹5,442.86 |
| 3 | 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 (zone-Ill) derived from natural sources : 8 gradedstoneaggregate40 mmnominal size derived from natural sources) (DSR 4.1.8) | 3.36 | cum | 6,628.08 | ₹22,270.35 |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 I 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, finishing and reinforcement 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 specified minimum 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 M25 grade with minimum cement content of 330 kg /cum (DSR 5.33.1.1) | 23.41 | cum | 9,248.12 | ₹2,16,498.49 |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 I 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, finishing and reinforcement 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement,All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement
content of 330 kg /cum (DSR 5.33.2.1) | 33.04 | cum | 9,594.17 | ₹3,16,991.38 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1) | 118.18 | sqm | 381.56 | ₹45,092.76 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form foWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR 5.9.2) | 333.91 | sqm | 819.75 | ₹2,73,722.72 |
| 8 | 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 Fe-500D or more. (DSR 5.22.6) | 2,658.93 | kg | 104.94 | ₹2,79,028.11 |
| 9 | Steel 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. (DSR 5.22A.6) | 4,699.41 | kg | 104.94 | ₹4,93,156.09 |
| 10 | 12 mm cement plaster of mix :1:4(1 cement: 4 fine sand) (DSR 13.1.1) | 625.21 | sqm | 337.68 | ₹2,11,120.91 |
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