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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-Finance | L1 | Accepted-Finance It is L1 bidder so it is accepted | |
| 2 | L2₹8.9 L+₹1,857 (0.21%)Rejected-Finance HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | L2 | Rejected-Finance It is L2 bidder so it is rejected | |
| 3 | L3₹10.9 L+₹2.1 L (23.4%)Rejected-Finance WARD NO 6 LOWER DHALPUR DISTT KULLU HP | L3 | Rejected-Finance It is L3 bidder so it is rejected | |
| 4 | L4₹11.2 L+₹2.4 L (26.9%)Rejected-Finance | L4 | Rejected-Finance It is L4 bidder so it is rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical Non-Responsive as DD and EMD not submitted physically |
Tender Value
₹9.6 L
EMD Value
₹24,100
Closing Date
19 May 2025, 10:30 amClosed
Executive Officer Municipal Council Manali
Municipal Council Manali
C/o MC office Gate and boundary wall MC Manali Distt. Kullu ( H.P.)
2025_UDDHP_104842_1
No.MCM.E-Tender/2025-372-375 Dt.03-05-2025
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
₹24,100
20 May 2025
13 May 2025
19 May 2025
13 May 2025
19 May 2025
13 May 2025
13 May 2025 - 19 May 2025
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Centering and shuttering including strutting, propping etc. and removal of form work 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
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
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 of approved steel primer all complete.
Stone work (machine cut edges ) for wall lining etc. (veneer Work) upto 10 meter height backing filled with a grout of average 12mm thick cement mortar 1:3 (1Cement:3 sand) including pointing in white cement mortar 1:2 (1White cement”:2 stone dust) with an admixture of pigment matching the stone shade ( to be secured to the backing and sides by means of cramps.)
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
Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. kiln seasoned and chemically treated hillock wood.
Providing and fixing false celling first class klin seasoned shesham wood in combination with calcium sillicate tile of approved shade with necessary screw , fitting etc.
French spirit polishing two or more coats on new works including a coat of wood filler.
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 and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 250 mm dia. R.C.C. pipe
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation,foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Providing and fixing in position collapsible steel shutterswith 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 dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
Vijay Kumar (BID ID -517290)
ATUL GUPTA (BID ID -517318)
DINA NATH (BID ID -517332)
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