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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical H NO G 3G F PLOT NO 11 MANISH AVINAB PLAZA MLU SECTOR 4 DWARKA NEW DELHI 110075 | SOUTH WEST | DELHI | 110075 | Accepted-Technical The firm fulfills all the parameters of NIT, hence Qualified for next stage. |
| 2 | Accepted-Technical | Accepted-Technical The firm fulfills all the parameters of NIT, hence Qualified for next stage. |
| 3 | Not Admitted-Fee/PreQual/Technical VILLAGE LAPKAN POST SHAHPUR RANIGANJ DISTT PRATAPGARH 230304 | PRATAPGARH | UTTAR PRADESH | 230304 | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| 4 | Not Admitted-Fee/PreQual/Technical 2 B 4 K NEAR BY PASS PHAPHAMAU PRAYAGRAJ UP 211013 | PRAYAGRAJ | UTTAR PRADESH | 211013 | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
Tender Value
₹27.1 L
EMD Value
₹81,215
Closing Date
16 Mar 2026, 10:00 amClosed
Commandant (Engineer)
CONTRACT CELL, CENTRAL ZONE HQR, CRPF, STREET NO. 299, DJ BLOCK, NEW TOWN AREA-III, NEAR JALVAYU TOWER, NEW TOWN, KOLKATA (W.B.) PIN-700160
Repair and maintenance of chocked sewer pipe line and manhole chamber
2026_CRPF_901866_1
B-V(GC Prayagraj)/2025-26-CZ-C/Cell (TE-53)
Open Tender
Civil Works - Buildings
Item Rate
90 days
GC, CRPF, Phaphamau, Prayagraj (Uttar Pradesh)
As per tender enquiry
13 documents required · 13 mandatory
₹0
₹81,215
19 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
16 Mar 2026
10 Mar 2026
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 300 mm diameter
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-incharge: Rectangular manhole 90x80 cm and 45 cm deep
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-incharge: Rectangular manhole 120x90 cm and 90 cm deep
Extra for depth of manholes dismantled : Rectangular manhole 90x80 cm and beyond 45 cm depth
Extra for depth of manholes dismantled : Rectangular manhole 120x90 cm and beyond 90 cm depth
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
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).
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)
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design. Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg). With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra for depth for manholes : Size 90x80 cm. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra for depth for manholes : Size 120x90 cm. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
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