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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.2 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹68.3 L+₹13,014.41 (0.19%)Rejected-Finance | L2 | Rejected-Finance Second lowest bidder | |
| 3 | L3₹75.4 L+₹7.2 L (10.6%)Rejected-Finance | L3 | Rejected-Finance Third lowest bidder | |
| 4 | L4₹90.9 L+₹22.7 L (33.3%)Rejected-Finance | L4 | Rejected-Finance fourth lowest bidder | |
| 5 | L5₹1.1 Cr+₹46.5 L (68.1%)Rejected-Finance VPO DHAGWAR TEHSIL DHARAMSHALA DISTT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | L5 | Rejected-Finance Fifth lowest bidder |
Tender Value
₹63.4 L
EMD Value
₹96,000
Closing Date
11 Mar 2020, 5:00 pmClosed
Executive Engineer
HPSIDC Ltd. Shimla
Restoration of damaged portion of road along the left Bank of Bankewara Khad Taking of Kala Amb - Nahan road, Moginand at R.D. 5.00 Km to compact Industries. (SH- C/o R/wall, stone patching, RCC drain and RCC culvert).
2020_SIDC_35433_1
Job No. 7
Open Tender
Civil Works - Roads
Item Rate
180 days
Bankewara Khad (Kala Amb)
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,900
EE HPSIDC Ltd. Shimla
₹96,000
2 Aug 2021
24 Feb 2020
12 Mar 2020
24 Feb 2020
11 Mar 2020
24 Feb 2020
Amount
Excavation in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. stacking the excavated soil not more than 3mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts disposed earth to be levelled neatly dressed.
Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.
Providing form work with steel plates 3.15 mm 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 cenetering below support floor to ceiling in all height and removal of the same for in-situ reinforced concrete work and plain concrete work in :- a)Foundation footing bases of columns etc. and mass concrete.
b) Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses plinth and string courses and the like.
Providing and laying cement concrete work 1:2:4 (1cement: 2 sand: 4 greaded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- a)Foundation footing bases of columns etc. and mass concrete.
b)Walls(any thickness) but not less than 0.10 mtr. Partiitions and the like including attached pillasters, buttresses, plinth and string courses of foundations upto floor two level.
Providing and laying cement concrete work 1:1.5:3 (1cement: 1.5sand:3greaded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- a)Foundation footing bases of columns etc. and mass concrete.
b)Walls(any thickness) but not less than 0.10 mtr. Partiitions and the like including attached pillasters, buttresses, plinth and string courses of foundations upto floor two level.
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site spreading greading to required slope and compacting to meet required of table 300.1 and 300.2 with a lead upto 1000 m as per techanical specification clause 30.1.4
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280and IS:4826 in 100mm X 100mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301
Stone filling behind the retaining wall.
Providing & laying geotextile behind the stone pitching and crated apron having thickness not less then 2.5mm(two & half) & minimum weight 275grms/squre meters(two hundred seventy five) in Minimum width 4.00mtr in width complete i/c carriage of materials within all leads and lifts conforming to specifications.
rajinder
Lal Singh Chauhan Contractor
DASU RAM
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