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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-Finance | L1 | Accepted-Finance lowest | |
| 2 | L2₹16.6 L+₹50,203 (3.13%)Rejected-Technical GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L2 | Rejected-Technical Not qualify | |
| 3 | L3₹17.6 L+₹1.5 L (9.38%)Rejected-Finance | L3 | Rejected-Finance Not lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical Not qualify | |
| 5 | Rejected-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | - | Rejected-Technical Not qualify |
Tender Value
₹7.5 L
EMD Value
₹14,950
Closing Date
29 Jan 2020, 5:00 pmClosed
EE Shillai
Executive Engineer HPPWD division Shillai
A/R and M/O to Rast Manal Chunoti road Km 0/0 to 15/135 (SH- Improvement of curves from RD 6/030 to 6/240)
2020_PWD_34160_1
No-PW/SD/TA/10609-10708 dt.- 6-1-2020
Open Tender
Civil Works - Roads
Item Rate
60 days
Shillai
Please refer to tender document
11 documents required · 11 mandatory
₹350
EE Shillai
₹14,950
27 May 2021
18 Jan 2020
30 Jan 2020
18 Jan 2020
29 Jan 2020
18 Jan 2020
Amount
Excavation in earthwork in hilly area all heights and depths, in all kind of soils including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side track shall be excavated with chiseling and wedgingout rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification of rural roads, and clause 16.2( Sixteen point two) of General conditions for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposaland dumping to be arranged by the contractor of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery for stones, whether useful or not, for 987.33 cubic metre ( Nine hundred eighty seven point Three three cubic metre) in all cases @ Rupees 170/- ( Rupees one hundred seventy only) per cubic metre shall be effected on prorat basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.
RAKESH KUMAR
AJAY CHAUHAN
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