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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-Finance | ₹11.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹11.6 LAccepted-Finance | ₹11.6 L | L2 | Accepted-Finance L2 |
| 3 | L3₹11.7 LAccepted-Finance VILLAGE BAHADURPUR DISTRICT KASGANJ | KASGANJ | ₹11.7 L | L3 | Accepted-Finance L3 |
| 4 | L4₹11.9 LAccepted-Finance | ₹11.9 L | L4 | Accepted-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per Attached Check List |
Tender Value
₹11.9 L
EMD Value
₹1.2 L
Closing Date
9 Apr 2026, 5:00 pmClosed
Dy. Director (Construction)
Mandi Parishad Aligarh
Construction of New Gate and Culvert , Repaire of Drain and Culvert at NMY Kasganj.
2026_RKUMP_1132448_1
2794-1/18.03.2026
Open Tender
Civil Works - Buildings
90 days
Kasganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,100
DY. Director (Const.) Mandi Parishad
₹1.2 L
Yes
18 Apr 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
9 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 |
|---|---|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. | - | M3 | - | - |
| 2 | Providing and laying cement concrete in 1:6:12 (1 cement : 6 Coarse sand : 12 Graded stone aggregate 40mm nominal size) including supply of all materials, labours and T&P etc. required for proper completion of the work. SI. No. 273 a | - | M3 | - | - |
| 3 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto plinth level. DSR SP No. 5.2.2(I) | - | M3 | - | - |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) above plinth level. DSR SP No. 5.2.2(I) | - | M3 | - | - |
| 5 | Reinforced cement concrete work in in beams, suspended floors roofs having slope upto 15 landings, balconies, shelves, chajjas, lintles, bands, plaint window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering shuttering finishing and reinforcement with 1:1.5:3 ( 1cement:1.5coarse sand:3 graded stone aggregate 20mm nominal size) DSR 5.3 | - | M3 | - | - |
| 6 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation of plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Coarse Sand not less than 2.25 FM) DSR SPL No. 6.4.1 (P-30) | - | M3 | - | - |
| 7 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of the work. (Coarse Sand not less than 2.25 FM) DSR SPL No. 6.4.1 (P-30) | - | M3 | - | - |
| 8 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its wastage Bend, hooks and authorized over lapping shall be measured upto floor to level.SI No 504 (Unnao) | - | QTL | - | - |
| 9 | Steel work in built up tubular (round,square or rectangular hollow tubes etc.) truses etc. including cutting, Hoisting fixing in positin and applying a priming coat of approved steel primer, including welding and boted with special shaped washers etc. complete. (Hot finised welded type tubes. | - | KG | - | - |
| 10 | 12 mm cement plaster on brick work 1:4 (1 cement : 4 Coarse sand) with cement mortar of mix (All floors) including supply of all materials, labours and T&P etc. required for proper completion of the work. SI No 584 | - | SQM | - | - |
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