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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.3 LAccepted-Finance | L1 | Accepted-Finance It is L1 bidder so it is accepted | |
| 2 | L2₹49.9 L+₹2.6 L (5.39%)Rejected-Finance | L2 | Rejected-Finance It is L2 bidder so it is rejected | |
| 3 | L3₹63.8 L+₹16.5 L (34.8%)Rejected-Finance | L3 | Rejected-Finance It is L3 bidder so it is rejected | |
| 4 | Rejected-Technical VILLAGE DHAR P O DASHERA TEH BALH REWALSAR DISTT MANDI HP 175036 | REWALSAR | MANDI | HIMACHAL PRADESH | 175036 | - | Rejected-Technical Non-Responsive as DD and EMD not submitted physically |
| Sl No | Description | Qty | Unit | DAN SINGH L1 | DINA NATH L3 | BIR SEN NEGI L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation work by mechanical means (Hydraulicexcavator)/ manual means in foundation trenches or
drains (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock | 86.4 | Per cum. | 210 ₹18,144 | 300 ₹25,920 | 150 ₹12,960 Lowest |
| 2.00Centering and shuttering including strutting, propping etc. and removal of form work for : | ||||||
| 2.01 | Columns, Pillars, Piers, Abutments, Posts and Struts | 141.12 | Per sqm. | 200 ₹28,224 Lowest | 450 ₹63,504 | 250 ₹35,280 |
| 2.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 175.99 | Per sqm. | 180 ₹31,678.2 Lowest | 450 ₹79,195.5 | 250 ₹43,997.5 |
| 3.00 | 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) | 14.4 | Per cum. | 3,600 ₹51,840 Lowest | 5,000 ₹72,000 | 4,700 ₹67,680 |
| 4.00Providing 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). | ||||||
| 4.01 | All works above plinth level upto floor V level | 43.54 | Per cum. | 6,200 ₹2,69,948 Lowest | 7,500 ₹3,26,550 | 6,500 ₹2,83,010 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and
binding all complete above plinth level | 7,401.8 | Per Kg. | 74 ₹5,47,733.2 Lowest | 90 ₹6,66,162 | 86 ₹6,36,554.8 |
| 6.00 | 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) | 96.81 | Per cum. | 4,400 ₹4,25,964 | 5,500 ₹5,32,455 | 2,000 ₹1,93,620 Lowest |
| 7.00 | 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. | 30,271.39 | Per Kg. | 85 ₹25,73,068.15 Lowest | 120 ₹36,32,566.8 | 96 ₹29,06,053.44 |
Tender Value
₹47.7 L
EMD Value
₹1.2 L
Closing Date
31 Jul 2025, 10:30 amClosed
Executive Officer Municipal Council Manali
Municipal Council Manali
C/O MRF Shed 2 at SWM site Rangari MC. Manali Distt. Kullu (H.P.)
2025_UDDHP_110149_1
No.MCM.E-Tender/2025-1240-43 Dt.14-07-2025
Open Tender
Civil Works
Item Rate
120 days
Manali
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
Executive Officer Municipal Council Manali
₹1.2 L
8 Aug 2025
25 Jul 2025
31 Jul 2025
25 Jul 2025
31 Jul 2025
25 Jul 2025
25 Jul 2025 - 31 Jul 2025
Amount
Excavation work by mechanical means (Hydraulicexcavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock
Centering and shuttering including strutting, propping etc. and removal of form work for :
Columns, Pillars, Piers, Abutments, Posts and Struts
Lintels, beams, plinth beams, girders, bressumers and cantilevers
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.
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)
BIR SEN NEGI (BID ID -540031)
DINA NATH (BID ID -540221)
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