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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.9 LAccepted-Finance VILLAGE DHAR P O DASHERA TEH BALH REWALSAR DISTT MANDI HP 175036 | REWALSAR | MANDI | HIMACHAL PRADESH | 175036 | L1 | Accepted-Finance It is L1 bidder so it is accepted | |
| 2 | L2₹46.8 L+₹2.8 L (6.42%)Rejected-Finance | L2 | Rejected-Finance It is L2 bidder so it is rejected | |
| 3 | L3₹47.8 L+₹3.8 L (8.73%)Rejected-Finance | L3 | Rejected-Finance It is L3 bidder so it is rejected | |
| 4 | L4₹47.8 L+₹3.9 L (8.78%)Rejected-Finance | L4 | Rejected-Finance It is L4 bidder so it is rejected | |
| 5 | L5₹48.7 L+₹4.8 L (10.8%)Rejected-Finance 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | L5 | Rejected-Finance It is L5 bidder so it is rejected |
Tender Value
Refer Docs
EMD Value
₹1.0 L
Closing Date
9 Dec 2024, 10:30 amClosed
Executive Officer Municipal Council Manali
Municipal Council Manali
C/O MRF Shed at SWM site Rangari MC. Manali Distt. Kullu (H.P.)
2024_UDDHP_96018_1
No.MCM.E-Tender/2024-9003-9005 Dt. 30-11-2024
Open Tender
Civil Works
Item Rate
120 days
Manali
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
Executive Officer Municipal Council Manali
₹1.0 L
12 Dec 2024
3 Dec 2024
9 Dec 2024
3 Dec 2024
9 Dec 2024
3 Dec 2024
3 Dec 2024 - 9 Dec 2024
Amount
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. All kinds of soil
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
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.Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
All works above plinth level upto floor V level
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
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) : 6 graded stone aggregate 20 mm nominal size)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat ofapproved steel primer all 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 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)
Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 1.60 mm thick with zinc coating not less than 350 gm/m²
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) With F.P.S.(non modular) bricks
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand)
DINA NATH (BID ID -454296)
BIR SEN NEGI (BID ID -454397)
VIKAS KUMAR CONTRACTOR (BID ID -454508)
SANJEEV KUMAR (BID ID -454183)
PANKAJ GUPTA (BID ID -454321)
ATUL GUPTA (BID ID -454159)
Vijay Kumar (BID ID -454499)
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