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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAccepted-Finance ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | ₹23.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹23.8 L+₹6,214.63 (0.26%)Rejected-Finance 75A HAMID VILLA AHMED NAGAR DODPUR ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹23.8 L+₹6,214.63 (0.26%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical MOHALLA AHIRPADA HARDUAGANJ ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical nr due to not fulfillment of cl 3.3(i) of ITB |
Tender Value
₹23.9 L
EMD Value
₹48,000
Closing Date
8 Jul 2026, 12:00 pmClosed
EE RED Aligarh
Office of the EE RED Aligarh
Gram Nagola Mai Anteshi Isthal Ke Jirnoddhar Ka Karya.
2026_REDUP_1165847_1
554/EE/RED/DATE 20-06-2026
Open Tender
Civil Works
Percentage
ALIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹48,000
9 Aug 2026
2 Jul 2026
8 Jul 2026
2 Jul 2026
8 Jul 2026
2 Jul 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 in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out excavated soil and disposal of surplus excavated soils are directed,within a lead of 50m.as per D.S.R.Item No.2.8.1 -All kinds of soil. | 91.59 | CuM | 186.85 | ₹17,113.59 |
| 2 | 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per D.S.R.Item No.4.1.8 | 17.77 | CuM | 4,889.84 | ₹86,892.46 |
| 3 | Providing and Laying in position Reinforced cement concrete work 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 ) excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level: as per D.S.R.Item No.5.1.1 | 16.97 | CuM | 6,493.29 | ₹1,10,191.13 |
| 4 | Reinforced cement concrete work in beams,suspended floors,roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral staircases 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 ) as per D.S.R.Item No.5.3 | 32.62 | CuM | 8,258.96 | ₹2,69,407.28 |
| 5 | Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in foundation & plinth in:cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR Code No. 6.1.1 | 34.76 | CuM | 5,290.85 | ₹1,83,909.95 |
| 6 | Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapess and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR Code No. 6.4.2 | 4.3 | CuM | 6,536.49 | ₹28,106.91 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete with Thermo-Mechanically Treated bars of grade Fe-500D or more as perD.S.R.Item. No.-5.22.6 & 5.22A6 | 7,010 | Kg | 77.42 | ₹5,42,714.2 |
| 8 | 18 mm Th Cement Plaster Skirting up to 30 cm height with cement mortar 1:3 (cement:3 coarse sand) finished with a floating coat of neat cement as per DSR Code No 11.6.1 | 56.64 | SqM | 475.24 | ₹26,917.59 |
| 9 | Plastering with cement mortar (1:6), cement and Fine sand 12 mm thick on brick work in substructure as per technical specification Clauses as per DSR Code No 13.1.2 | 29.25 | SqM | 239.29 | ₹6,999.23 |
| 10 | Dry Brick on Edge Flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna Sand, with common burnt clay non modular bricks as per D.S.R. Code No. 11.2 | 34.5 | SqM | 568.56 | ₹19,615.32 |
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