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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.8 LAccepted-AOC LOCATION HIMACHAL PRADESHHPLA | UNA | HIMACHAL PRADESH | 174301 | ₹22.8 L | L1 | Accepted-AOC Accepted due to lowest rates |
| 2 | L2₹34.9 L+₹12.1 L (53.0%)Rejected-Finance GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | ₹34.9 L+₹12.1 L (53.0%) | L2 | Rejected-Finance The rates are on higher side hence rejected |
| 3 | L3₹37.6 L+₹14.7 L (64.5%)Rejected-Finance | ₹37.6 L+₹14.7 L (64.5%) | L3 | Rejected-Finance The rates are on higher side hence rejected |
| 4 | L4₹40.5 L+₹17.7 L (77.6%)Rejected-Finance | ₹40.5 L+₹17.7 L (77.6%) | L4 | Rejected-Finance The rates are on higher side hence rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Document not submitted |
Tender Value
₹27.6 L
EMD Value
₹55,200
Closing Date
21 Dec 2020, 10:30 amClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
Construction of Parking along Road Side at various location in Sangti ward No 24 Part 1 Under AMRUT (i) Development of Car Parking along road side from Horticulture Department to Navbahar Nallah at various locati
2020_MC_43068_14
3177Dated25112020
Open Tender
Civil Works
Item Rate
90 days
Shimla
Please refer Tender Documents
6 documents required · 6 mandatory
₹500
Executive Engineer RB MC Shimla
₹55,200
3 May 2021
9 Dec 2020
21 Dec 2020
9 Dec 2020
21 Dec 2020
9 Dec 2020
Amount
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres:- (cutting in earth work in all kinds of soil including spade work, pick work, jumper work and disposal of excavated earth up to all leads and lifts as directed by Engineer-in-Charge
Soft Rock
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.
Excavation in earth work and filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 metres and lift upto a 1.5 metres. Pick Work.
Disposal of materials (earth work) by mechanical transport including loading and unloading and stacking upto 10 km (disposal of earth at approved MC dumping site)
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.
Vertical surfaces such as walls partition and the like including attached pilasters buttresses plinth and string courses and the like.
Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm 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 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 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of formwork.
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
Walls (any thickness but not exceeding 0.1 m thickness) including attached pilasters, buttersses,plinth and string concrete etc. From the top of foundation level up to 2 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:
Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of courses) with hard stone of and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1cement:6 sand) in breast walls and retaining walls.
Cement concrete flooring 1:2:4 laid in one layer finished with a floting coat of neat cement including carriage of materials withinn all leads and lifts.40 mm thick
Stone filling behind retaining Wall.
vinod kumar
Mudit Saini
SANDEEP KANT SHARMA
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