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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.7 LAccepted-AOC H NO 125 LANE NO 10 ENGINEERS ENCLAVE PHASE III GMS ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹55.2 L+₹1.5 L (2.70%)Rejected-AOC KALSI ROAD DAKPATHAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L2 | Rejected-AOC L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical 201 174 | DEHRADUN | DEHRADUN | UTTARAKHAND | - | Not Admitted-Fee/PreQual/Technical Others-Firm did not submit documents in offline mode, as required. | |
| 4 | Not Admitted-Fee/PreQual/Technical VILL P O GHANATA CHAKRATA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | Not Admitted-Fee/PreQual/Technical Others-Firm did not submit documents in offline mode, as required. | |
| 5 | Not Admitted-Fee/PreQual/Technical FIRST FLOOR FLAT NO 202 B THE COURTYARD RESIDENCY 13 A BALBIR ROAD DEHRADUN 248001 | DEHRADUN | UTTARAKHAND | 248001 | - | Not Admitted-Fee/PreQual/Technical Others-Firm did not submit documents in offline mode, as required. |
Tender Value
₹53.6 L
EMD Value
₹1.1 L
Closing Date
22 Oct 2024, 5:00 pmClosed
Superintending Engineer
EDC, UPCL, Chakrata
CONSTRUCTION OF RETAINING WALL AND SHED AT 33/11 KV S/S SAWRA UNDER EDSD, CHAKRATA UNDER EDD, VIKASNAGAR
2024_UPCL4_76577_1
32/EDCC/2024-25
Open Tender
Civil Works
Turn-key
120 days
Sawra, Chakrata
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
Executive Engineer, EDD, Vikasnagar
₹1.1 L
31 Dec 2024
4 Oct 2024
23 Oct 2024
4 Oct 2024
22 Oct 2024
4 Oct 2024
Amount
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
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-in-charge.
PCC Work - with 1:4:8 grade concrete using 100 mm maximum size and down graded aggregate below foundations, base slab, plinth beams, walls etc.
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
STEEL 75X75X6 ANGLE FOR CORNER for Fencing Mesh
Chain link fabric fencing mesh of size 25x25 mm made of G.I. wire of dia 3 mm
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
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
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :: Ridges plain (500 - 600mm)
ancher bolt at slab
M/S BHARAT SINGH TOMAR (BID ID -340852)
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