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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹10.1 L
EMD Value
₹1.0 L
Closing Date
21 Oct 2026, 12:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer CD-1 PWD Aligarh
Office of The Executive Engineer CD-1 PWD Aligarh
Construction of Roof Top Rain Water Harvesting Residential Building Hydil Colony In District Aligarh. (2 Nos.)
2026_CEALG_1195109_5
3790/3A-2026-27, Date 28-09-2026
Open Tender
Civil Works - Buildings
Percentage
60 days
Aligarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹767
₹1.0 L
Yes
9 Oct 2026
9 Oct 2026
21 Oct 2026
9 Oct 2026
21 Oct 2026
9 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 surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by engineer in charge. All kinds of soil As per DSR Ch-2, SI No-2.6.1 | - | Cum | 134 | - |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. In all kind of soil. (For 1.5 m to 3.0 m). As per DSR Ch-2, SI No-2.6.1 + 2.6.1 | - | Cum | 229 | - |
| 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) As per DSR Ch-4, SI No-4.1.8 | - | Cum | 5,147 | - |
| 4 | 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). As per DSR Ch-5, SI No-5.3 | - | Cum | 8,693 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform As per DSR Ch-5, SI No-5.9.3 | - | Sqm | 700 | - |
| 6 | Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) As per DSR Ch-6, SI No-6.1.2 | - | Cum | 5,389 | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR Ch-5, SI No-5.22.6 | - | Cum | 8,149 | - |
| 8 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. As per DSR Ch-23, SI No-23.1.1.3 | - | Rm | 748 | - |
| 9 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing(CM) pipe of required dia, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (200 mm nominal size dia) As per DSR Ch-23, SI No-23.3.3 | - | Rm | 841 | - |
| 10 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (200 mm nominal size dia) As per DSR Ch-23, SI No-23.4.3 | - | Rm | 948 | - |
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