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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAccepted-AOC SAINI NIWAS ZOO ROAD TUTIKANDI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹35.4 L Quoted ₹37.8 L | L1 | Accepted-AOC Accepted due to lowest rates |
| 2 | L2₹39.1 L+₹1.3 L (3.37%)Rejected-Finance | ₹39.1 L+₹1.3 L (3.37%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹40.1 L+₹2.3 L (6.01%)Rejected-Finance CHAUHAN BUILDING LOWER PANTHAGHATTI SHIMLA | ₹40.1 L+₹2.3 L (6.01%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹41.8 L+₹4.0 L (10.7%)Rejected-Finance LOWER DEVNAGAR VIKASNAGAR SHIMLA 09 | ₹41.8 L+₹4.0 L (10.7%) | L4 | Rejected-Finance Rejected |
Tender Value
₹41.8 L
EMD Value
₹83,700
Closing Date
2 Mar 2022, 5:00 pmClosed
Executive Engineer R B M C Shimla
Executive Engineer R B M C Shimla
Construction of Car Parking near Dhingra Estate in ward No 8 (Balance work) under Shimla Smart City Mission
2022_MC_57141_1
385Dated17022022
Open Tender
Civil Works
Item Rate
120 days
Shimla
Please refer Tender Documents
7 documents required · 7 mandatory
₹2,000
Executive Engineer R B M C Shimla
₹83,700
25 Mar 2022
24 Feb 2022
3 Mar 2022
24 Feb 2022
2 Mar 2022
24 Feb 2022
Amount
Excavation work 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-incharge. Hard rock (requiring blasting)
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. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Columns, piers, abutments, pillars, posts and struts
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Suspended floors, roofs, landings, balconies and access platform
Edges of slabs and breaks in floors and walls Under 20 cm wide
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: 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
P/L 100 mm dia PVC pipe for weep holes
Stone filling behind retaining walls :
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).
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
MANTU KUMAR GUPTA
Dalip Singh
Bhaw Singh Chauhan
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