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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.9 LAccepted-AOC | ₹20.9 L | 1 | Accepted-AOC 1st lowest |
| 2 | 2₹23.9 L+₹2.9 L (14.0%)Rejected-Finance 19 NEW PARBHAT NAGAR MEERUT | ₹23.9 L+₹2.9 L (14.0%) | 2 | Rejected-Finance 2 |
| 3 | 3₹24.2 L+₹3.2 L (15.5%)Rejected-Finance | ₹24.2 L+₹3.2 L (15.5%) | 3 | Rejected-Finance 3 |
Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
7 May 2026, 12:00 pmClosed
EE, CD-2 PWD Ghaziabad
EE, CD-2 PWD Ghaziabad
Construction of 100 percent state-funded Anganwadi center buildings in the financial year 2025-26
2026_CEMRT_1143234_1
1375/4A date 28.04.2026
Open Tender
Civil Works - Buildings
Percentage
180 days
ghaziabad
Construction of 100 percent state-funded Anganwadi center buildings in the financial year 2025-26
2 documents required · 2 mandatory
₹2,714
₹2.5 L
Yes
EE, CD-2 PWD Ghaziabad
17 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
30 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 (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 lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil | 118.7 | cum | 139 | ₹16,499.3 |
| 2 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil | 1 | cum | 155 | ₹155 |
| 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 18.96 | cum | 5,349 | ₹1,01,417.04 |
| 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 / 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 contractr 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 | 0.33 | cum | 7,464 | ₹2,463.12 |
| 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 / 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 contractr 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 | 24.47 | cum | 7,743 | ₹1,89,471.21 |
| 6 | 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 | 2,724.31 | Kg | 84.65 | ₹2,30,612.84 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform | 89.59 | sqm | 728 | ₹65,221.52 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Shelves (Cast in situ) | 16.27 | sqm | 728 | ₹11,844.56 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 90.48 | sqm | 578 | ₹52,297.44 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges | 11.69 | sqm | 746.5 | ₹8,726.59 |
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