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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-Finance OFFICE AT CHARRI TEH SHAHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | L1 | Accepted-Finance L1 of this tender | |
| 2 | L2₹4.5 L+₹52,377.26 (13.0%)Rejected-Finance NO 1 HPPWD DIVISION DHARAMSHALA HIMACHAL PRADESH | L2 | Rejected-Finance L2 of this tender | |
| 3 | L3₹4.8 L+₹81,772.50 (20.3%)Rejected-Finance | L3 | Rejected-Finance L3 of this tender | |
| 4 | Rejected-Technical VILAGE WARD NO 7 NALAGARH TEHSIL NALAGARH DISTT SOLAN HP | - | Rejected-Technical Techanically Not Responsive |
Tender Value
₹7.0 L
EMD Value
₹14,100
Closing Date
15 Jul 2024, 11:00 amClosed
Executive Engineer
NH Division HPPWD Joginder Nagar
SH C/O 2.50 m. R/Wall at km. 9/406 to 413 L- 7.00 mtr. 3.40 mtr. Long steel grating and 13.40 mtr. long drain as shown in site plan Drain parallel to existing Rwall Raising height up to 0.45 mtr. of existing Rwall at km. 9/405 to 490 L-85.00 mtr
2024_PWD_90303_1
PW.NHJ.EA TENDER NIT 1256-1306 dt.5-7-2024
Open Tender
Civil Works
Item Rate
30 days
Nagrota Bagwan
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
₹14,100
7 Oct 2024
9 Jul 2024
15 Jul 2024
9 Jul 2024
15 Jul 2024
9 Jul 2024
Amount
Earth work in excavation of foundation in all kinds of soil for structure as per drawing and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
Plain Cement Concrete M-15 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Form work with steel plates so as to give a fair finish, centring shuttering, strutting and propping etc.,as per the direction of Engineer-in Charge.
Providing and laying of filter media with granular /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger aize towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical Specification including carriage of material with in all leads and lifts complete as per the direction of Engineer-in-Charge .
Filling in foundation tranches as per drawing and technical specification Clause 302.3.9 earth filling for marshy soil including carriage of material with in all leads and lifts complete as per the direction of Engineer-in-Charge.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
Steel work welded in built up sections, trusses and frame work including cutting hosting fixing in position and applying a priming coat of red lead paint. In grating framed guard bars ladders railing brackets and similar work including carriagre of material with in all leads and lifts complete in all respect as per the direction of Engineer -in-Charge.
Kapil Sharma
Adhishwer Singh
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