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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹9.2 L
EMD Value
₹22,000
Closing Date
20 Apr 2026, 6:00 pmClosed
Executive Engineer (East), UPSRTC, Lucknow
Executive Engineer (East), U.P State Road Transport Corporation, Lucknow Executive Engineer (East), U.P State Road Transport Corporation, Lucknow
Shifting Of Stationary Hall At Depot Workshop Peetalnagri To RM Office Moradabad
2026_UPSRT_1133952_1
256/B/DA/W/Tender/2026
Open Tender
Civil Works
Percentage
240 days
Moradabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹708
Executive Engineer (East), UPSRTC, Lucknow
₹22,000
Yes
22 May 2026
6 Apr 2026
21 Apr 2026
6 Apr 2026
20 Apr 2026
6 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 in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR 2023 2.8.1 | - | Cum. | - | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 2023 4.1.10 | - | Cum. | - | - |
| 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived DSR 2023 5.2.2 | - | Cum. | - | - |
| 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). DSR 2023 5.3 | - | Cum. | - | - |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars DSR 2023 5.22.1 | - | Qtl. | - | - |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 2023 6.1.1 | - | Cum. | - | - |
| 7 | 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 shapes and sizes in : DSR 2023 6.4.1 | - | Cum. | - | - |
| 8 | Suply & Fixing Z Section Windows With Grill & 4mm Thick Glass Panes With Putty & Brad Including all Material, Lab, T&P Etc. | - | Sqm. | - | - |
| 9 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 -part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover DSR 2023 10.6.1 | - | Sqm. | - | - |
| 10 | Providing and fixing ball bearing for rolling shutters. DSR 2023 10.7 | - | Nos. | - | - |
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