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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₹19.4 CrAccepted-AOC FLAT NO 23D POCKET D SECTOR G SFS COLONY GHAZIABAD EAST DELHI INDIA 110096 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 110096 | L1 | Accepted-AOC L1 Bidder Awarded contract | |
| 2 | L2₹19.8 Cr+₹41.1 L (2.13%)Rejected-Finance | L2 | Rejected-Finance Rejected being higher rate | |
| 3 | Rejected-Technical SHRI RAM VILA UDAI SINGH JAIN RAOD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | - | Rejected-Technical False information regarding ongoing works, two general power of attorney submitted | |
| 4 | Rejected-Technical ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | - | Rejected-Technical Signed turnover certificate from CA, Registration in A category for building work not attached |
Tender Value
₹19.9 Cr
EMD Value
₹30 L
Closing Date
14 Feb 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer
Aligarh Circle, PWD Aligarh
CONSTRUCTION OF MUKHYAMANTRI COMPOSITE VIDHYALAYA VARDHWARI , HATHRAS
2025_CEALG_994025_1
311/Cashier-A.C./2025
Open Tender
Civil Works - Buildings
Percentage
Hathras
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹30 L
Yes
Aligarh Circle, PWD Aligarh
4 Apr 2025
17 Jan 2025
14 Feb 2025
17 Jan 2025
14 Feb 2025
17 Jan 2025
24 Jan 2025
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 (a)0.00 mt to 1.5 mt. | 3,444 | CUM | 129 | ₹4,44,276 |
| 2 | b) 1.50 mt to 3.0 mt. | 113.29 | CUM | 221 | ₹25,037.09 |
| 3 | 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 m and lift upto 1.5 m. | 3,101.15 | CUM | 142 | ₹4,40,363.3 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 374.55 | CUM | 510 | ₹1,91,020.5 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 497.83 | CUM | 1,546 | ₹7,69,645.18 |
| 6 | 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 : 8 graded stone aggregate 40 mm nominal size) | 544.28 | CUM | 4,960 | ₹26,99,628.8 |
| 7 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor with Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. | 3,510.11 | SQM | 225 | ₹7,89,774.75 |
| 8 | Reinforced 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(a) Ground Floor | 43.84 | CUM | 8,377 | ₹3,67,247.68 |
| 9 | (b) First floor | 19.66 | CUM | 8,377 | ₹1,64,691.82 |
| 10 | As in item no. 8 above but for slabs (Using 1:1.5:3 Mix concrete). (a) Ground Floor | 113.71 | CUM | 8,377 | ₹9,52,548.67 |
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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Tendernotice_1.pdf
Tender Document • 1.12 MB
Tendernotice_2.pdf
Tender Document • 4.28 MB
BOQ_1759891.xls
BOQ • 1.56 MB
BOQ.xls
BOQ • 1.56 MB
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