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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.6 LAccepted-AOC HIMACHAL PRADESH | SOLAN | HIMACHAL PRADESH | 171102 | ₹33.6 L Quoted ₹36.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹36.3 L+₹2,897.90 (0.08%)Rejected-Finance CHAUHAN BUILDING LOWER PANTHAGHATTI SHIMLA | ₹36.3 L+₹2,897.90 (0.08%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹36.4 L+₹6,363 (0.18%)Rejected-Finance R O VILLAGE KALYANA P O KANLOG TEHSIL DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹36.4 L+₹6,363 (0.18%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹36.5 L+₹17,321.23 (0.48%)Rejected-Finance R O RIHAAN VILLA SHAKTI VIHAR PANTHAGHATI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹36.5 L+₹17,321.23 (0.48%) | L4 | Rejected-Finance Rejected |
| 5 | Rejected-Technical NOT AVAILABLE | NEW DELHI | DELHI | 110001 | - | - | Rejected-Technical Rejected |
Tender Value
₹35.1 L
EMD Value
₹70,300
Closing Date
17 Mar 2025, 5:00 pmClosed
Executive Engineer R B M C Shimla
Executive Engineer R B M C Shimla
Construction of Car parking adjoining to National Highway near Mohan Dhabha in ward No 34 Kanlog Additional work
2025_MC_101524_1
470dated04032025
Open Tender
Civil Works
Item Rate
180 days
Shimla
please refer tender documents
7 documents required · 7 mandatory
₹1,770
Executive Engineer R B M C Shimla
₹70,300
26 Apr 2025
10 Mar 2025
18 Mar 2025
10 Mar 2025
17 Mar 2025
10 Mar 2025
Amount
Earth work in excavation by mechanical means(Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. Ordinary rock
Excavation work by mechanical means (Hydraulic excavator)/ 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
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 fine sand : 8 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for (i) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Stairs, (excluding landings) except spiral-staircases
Edges of slabs and breaks in floors and walls Under 20 cm wide
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (As Per Directed by Engineer-in-Charges)
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 : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1½:3 (1 cement : 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)
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.
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. Hot finished welded type tubes
Carriage of material by mechanical transport including Loading & unloading & stacking of Muck/Debries in M.C. Dumping site at bharyal free of cost Tansporation charges will be paid extra (10km )
Providing and fixing G.I Decking Sheet 1 mm thick fixed below on R.C.C Slab (As Per Directed by Engineer-in-Charges)
P/L 100 mm dia PVC pipe for weep holes
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
DALIP SINGH (BID ID -503030)
ABHISHEK THAKUR (BID ID -503032)
Bhagat Singh Thakur (BID ID -503017)
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