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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.5 LAccepted-AOC VILL P O DEKUNA PITHORAGARH | ₹47.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹48.5 LRejected-Finance 304 MOHLA SOT ROORKEE HARIDWAR | HARIDWAR | UTTARAKHAND | 247656 | ₹48.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹48.7 LRejected-Finance NEAR HANUMAN MANDIR PITHORAGARH | ₹48.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹49.9 LRejected-Finance | ₹49.9 L | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical BHALLA FARM NO 8 SHYAMPUR RISHIKESH DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | - | - | Not Admitted-Fee/PreQual/Technical Others-hard copy not submitted |
Updated dates
Tender Value
₹47.6 L
EMD Value
₹96,000
Closing Date
20 Dec 2025, 2:00 pmClosed
Superintending Engineer
Electricity Civil Circle (Dehradun)
Construction of Boundary wall , Land development and other misc. civil works Kapkot, Bageshwar.
2025_UPCL8_89054_1
ECC-104/2025-26
Open Tender
Civil Works
180 days
As per tender
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,360
E.E,Electricity Civil Construction Division
₹96,000
3 Apr 2026
21 Nov 2025
20 Dec 2025
21 Nov 2025
20 Dec 2025
23 Nov 2025
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.Clearing jungle including uprooting of rank vegetations, grass, bush wood, trees a
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge.Earth work in excavation by mechanical means (Hydraulic excavator)/ all kind of soil
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.Earth work in excavation by mechanical means (Hydraulic excavator)/ all kind of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuitering - All work up to plinth (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 cm nominal size).
Reinforced cement concrete working beams, suspended floors, roofs having slope up to 1.5 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral/ stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting propping etc. and removal of form for: Lintels, beams, plinth beams girders, bressumers and cantilevers,
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. (TMT bars ).
Brick work with F.P.S. Bricks of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
steel work welded in built up sections/ framed work including cutting, hoisting fixing in position and applying a priming coat of approved steel primer susing structural steel etc. as required. (In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.)
12mm cement plaster of mix: 1:6 (1cement :6coarse sand)
15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1cement :6coarse sand)
Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (110mm diameter)
Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level with :Random rubble masonry with hard stone in foundation and plinth
Finishing wall with textured exterior paint of required shade: New work (two or more coats applied @ 3.28 ltr/10sqm over and including priming coat of exterior primer applied @2.20kg/10sqm.
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm di steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved prand and manufacture.
Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. Externer work 20 mm nominal bore
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making ecessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Providing and enganing suitable beldar
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