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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 LAccepted-AOC BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L1 | Accepted-AOC Accepted due to lowest rates | |
| 2 | L2₹43.7 L+₹1.4 L (3.24%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹46.7 L+₹4.4 L (10.4%)Rejected-Finance VILLAGE CHAMYANA P O KAMLA NAGER BHATTA KUFER DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L3 | Rejected-Finance Rejected | |
| 4 | Rejected-Technical VILLAGE TATORI P O NIHRI TEHSIL NIHRI DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | - | Rejected-Technical Document not submitted | |
| 5 | Rejected-Technical GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | - | Rejected-Technical Document not submitted |
Tender Value
₹24.5 L
EMD Value
₹49,000
Closing Date
22 Feb 2021, 5:00 pmClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
Construction of Parking near Baba Balak Nath Temple Sangti in ward No 24 under Shimla Smart City Mission
2021_MC_44322_3
393Dated06022021
Open Tender
Civil Works
Item Rate
180 days
Shimla
Please refer Tender Documents
6 documents required · 6 mandatory
₹500
Executive Engineer RB MC Shimla
₹49,000
28 Jul 2021
12 Feb 2021
23 Feb 2021
12 Feb 2021
22 Feb 2021
12 Feb 2021
Amount
Cutting in earth work in all kinds of soil including spade work, pick work, jumper work and blasting work and disposal of excavated earth up to all leads and lifts as directed by Engineer-in-Charge. (Disposal of earth/muck in MC dumping site at Bharyal free of cost, transportation charges will be paid extra)
Excavation in earth work in all kinds of earth work including spade work, pick work, jumper work, B/work chiseling wedging out of rock etc. up to all lifts in earth work including dressing of sides and bed and disposing of excavated earth to be leveled and neatly dressed as directed by the Engineer-in-charge. (Disposal of earth/muck in MC dumping site at Bharyal free of cost, transportation charges will be paid extra)
Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of centring and shuttering in Foundation and plinth
Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:Foundation and plinth:
Providing from work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling upto all heights and removal of the same for insitu-reinforced concrete & plain concrete work in Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like
Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Floors etc.upto 200mm. In thickness.
Columns, pillars, posts and struts Square, rectangular or polygonal in plan.
Providing and laying cement concrete 1:5:10 (1 Cement: 5 Sand: 10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/Breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specification
Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form workin: Foundation and plinth
Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. Foundation and plinth :
Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level :
Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level
Column, pillars, posts and struts upto floor two level :
Random rubble masonry/polygonal rubble masonry (Uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 sand; 12 graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement: 6 sand) in breast walls and retaining walls
P/F PVC Pipe 100mm dia for weep holes.
Stone filling behind retaining walls :
Steel work welded in built up sections,trusses and framed work,including cutting,hosting,fixing in position and applying a priming coat of red lead paint.In beams joists channels,angles,tee,flats with connecting plates or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like.
Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting,fixing in position and applying a priming coat of red lead paint. In gratings framed guard bars,ladders,railling,brackets and similar works.
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly). G.I. Wire 4mm thick corresponding to SWG-8 15cm. x 15cm. mesh.
Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately).
Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in Foundation and plinth.
Providing mild steel/ Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor all level-tor steel
YSHPAL CHAUHAN
SURINDER SINGH
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