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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.1 LAccepted-AOC | ₹34.1 L | L1 | Accepted-AOC Accepted due to lowest rate |
| 2 | L2₹38.3 L+₹4.2 L (12.2%)Rejected-Finance | ₹38.3 L+₹4.2 L (12.2%) | L2 | Rejected-Finance The rate are on higher side hence rejected |
| 3 | L3₹38.6 L+₹4.5 L (13.1%)Rejected-Finance | ₹38.6 L+₹4.5 L (13.1%) | L3 | Rejected-Finance The rate are on higher side hence rejected |
| 4 | L4₹40.9 L+₹6.8 L (19.9%)Rejected-Finance R O V P O DHALOH TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹40.9 L+₹6.8 L (19.9%) | L4 | Rejected-Finance The rate are on higher side hence rejected |
| 5 | L5₹46.7 L+₹12.6 L (37.0%)Rejected-Finance | ₹46.7 L+₹12.6 L (37.0%) | L5 | Rejected-Finance The rate are on higher side hence rejected |
Tender Value
₹30.9 L
EMD Value
₹61,800
Closing Date
19 Jan 2021, 5:00 pmClosed
EE RB MC Shimla
EE RB MC Shimla
Construction of Car Parking at Devnagar in ward No. 29 Vikasnagar under AMRUT
2021_MC_43636_1
3519Dated30122020
Open Tender
Civil Works
Item Rate
180 days
Shimla
Please refer tender document
6 documents required · 6 mandatory
₹1,500
EE RB MC Shimla
₹61,800
18 Mar 2021
8 Jan 2021
20 Jan 2021
8 Jan 2021
19 Jan 2021
8 Jan 2021
Amount
Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.
Providing from work with steel plates 3.15 mm thick welded with angle iron in frame 30*30*5mm so as to give a fair finish including centring , shuttering and propping etc.with wooden battens height of propping and centring below supporting floor to ceiling upto all heights and removal of the same for insitu -reinforced concreate & plain concreate work in:-. Foundation , footing basis of coulmn etc. and mass concrete.
Flat surfaces such as soffits of suspended floors, roofs ,landings and the like Floor etc. up to 200 mm in thickness
Coulmn , pillars , post and struts:-
Beams , cantilever , grinders and lintels:- Sides and soffits of beams beam haunching cantilevers , brssumers and lintels not exceeding 1 metre in depth in all heights from floor
Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth with in all leads , lifts of materials and other incidentals.
Providing and laying cement concrete 1:1:2 (1 cement : 1 sand :2 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced concrete work in : Foundation And Plinth
Suspended floors roofs, landing and shelves and their supports , balconies, beams, griders, bressumers and cantilivers upto floor two level.
Lintels, beams girders bressumers and cantilevers up to floor two level :
Column, pillars, posts and struts upto floor two level :
Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete up to floor two level:
Cement concrete flooring 1:2:4 laid in one layer finished with a floating coat of neat cement including carriage of materials withinn all leads and lifts.40 mm thick
Ankit Sharma
Rahul Rai, Govt. Contractor
Saurav Thakur
CHANDAN KUMAR
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tech_eval.pdf
fin_bid_open.pdf
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