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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical As per PQC |
| 2 | Accepted-Technical | Accepted-Technical As per PQC |
| 3 | Accepted-Technical | Accepted-Technical As per PQC |
| 4 | Accepted-Technical | Accepted-Technical As per PQC |
Tender Value
₹10.7 L
EMD Value
₹21,393
Closing Date
7 Mar 2026, 2:00 pmClosed
Superintending Engineer
Office of Superintending Engineer CMC Panki Distt Kanpur Pin 208020
FENCING WORK OF PROJECT LAND AND MISC. CIVIL WORK ADJACDENT TO NEW STAFF COLONY AND SABZI MANDI AT 1X660 MW PTEP, PANKI, KANPUR, (UP), 208020
2026_RVUNL_1120288_1
20/PTEP/CMC/CMD-II/2025-26
Open Tender
Civil Works
Percentage
60 days
PANKI, KANPUR, (UP), 208020
As per PQC
3 documents required · 3 mandatory
₹1,180
Dy CAO CFA and BO PTEP Panki Kanpur
₹21,393
18 Mar 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
26 Feb 2026 - 7 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Supplying and fixing at site R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3(1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in charge (cost of earth works in excavation, concrete works in foundation to be paid separately)
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
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).
Centering and shuttering including strutting, propping etc. and removal of form for cloumn, pillar, post concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster finished with floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand)
Providing and laying factory made chamfered edge Cement Concretepaver blocks in foothpath, parks, lawns,drive ways or light traffic table vibratory method using PU mould ,laidin required colour&pattern over 50 mm thick compacted bed of sand,compacting and proper embedding /laying of inter locking paver blocks into the sandbedding layer through vibratory compaction by using plate vibrator filling the joints with sand and cutting of pavor blocksas per required size and pattern finishing sweeping extra sand.completeall as per directon of engineers 80 mm pavor block of M30 grade with approved
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
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