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Tender Value
₹66.2 L
EMD Value
₹1.3 L
Closing Date
15 Jul 2026, 2:00 pm
Ex. Engineer R and B Division Shopian
Shopian
Repair and Renovation of gurduwara Sahib on Heritage Patten at Bongam Shopian
2026_PWDJK_314033_3
24/2337-47/RnB/SPN/e-tender of 30-06-2026
Open Tender
Civil Works
270 days
Shopian
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,600
bearing Account Number 0470010200000099
₹1.3 L
30 Jun 2026
30 Jun 2026
16 Jul 2026
1 Jul 2026
15 Jul 2026
1 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 | Repair and Renovation | - | - | - | - |
| 2 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and
stacking within 50 meters lead : Of area beyond 3 sqm. | - | No | 0.4 | - |
| 3 | Providing and fixing factory made uPVC white colour casement/ casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. | 1 | Sqm | 0.6 | ₹0.6 |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all carriages for an average lead of 15Kms complete | - | Cum | - | - |
| 5 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all carriages for an average lead of 15Kms complete | - | Cum | 1 | - |
| 6 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe 500D or more. Inculding all carriages complete | - | Kgs | 0.2 | - |
| 7 | Centering and shuttering (fresh kit ply) including strutting, propping etc. and removal of form work including applying of shuttering oil: | - | - | - | - |
| 8 | Suspended floors, roofs, landings, balconies and access platforms. | - | Sqm | 0.6 | - |
| 9 | Lintel beams, plinth beams, girders and cantilevers | - | Sqm | 0.4 | - |
| 10 | Edges of slabs and breaks in floors and walls | - | RM | 0.2 | - |
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