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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹14.0 L+₹18,589.20 (1.35%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹14.9 L+₹1.2 L (8.50%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest |
Tender Value
₹12.1 L
EMD Value
₹24,200
Closing Date
16 Dec 2019, 4:00 pmClosed
Executive Engineer Shimla Division No-I,HPPWD Shim
Executive Engineer Shimla Division No-I,HPPWD Shimla-3
Construction of Bhatta kuffar to koti road km. 0/00 to 6/885 (SH Construction of V-Shape drain in km. 0/00 to 6/885
2019_PWD_33008_2
SD-I-CTR-19-20 16640 dt 15-11-2019
Open Tender
Civil Works
Item Rate
60 days
Shimla
As per SBD
12 documents required · 12 mandatory
₹500
Executive Engineer Shimla Division No-I,HPPWD Shim
₹24,200
29 Feb 2020
3 Dec 2019
17 Dec 2019
3 Dec 2019
16 Dec 2019
3 Dec 2019
Amount
Earth work in excavation for structure in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 including setting out, construction of shoring abd bracing, removal of stumps and other deleterious materials and disposal in all leads and lift including dressing of sides and bottom and back filling in trenches with excavated suitable materials. 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 rock shall be excavated with chiseling and wedging out rock (where balsting 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 hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. All the surplus excavated earth to be dumped at dumping site (dumping sites will be arranged by the contractor).Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be dully compensated by him at his on cost in all cases.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. 1. P.C.C. grade M 10(I ) Nominal mix 1:3:6(One cement:Three sand: Six graded stone aggregate 20mm(Twenty milimetre) nominal size).
Vinod Thakur
LEELA KRISHAN SHARMA
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