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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC BHAROTA NIWAS SANGTI SANJAULI SHIMLA HP 171006 | SHIMLA | HIMACHAL PRADESH | 171006 | L1 | Accepted-AOC Lowest bidder to awarded the work | |
| 2 | L2₹17.3 L+₹2.4 L (16.0%)Rejected-Finance | L2 | Rejected-Finance L2 BIDDER | |
| 3 | Rejected-Technical VILLAGE CHAKNOL P O DEORI KHANETI TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | - | Rejected-Technical Not Qualified |
Tender Value
₹14.3 L
EMD Value
₹28,600
Closing Date
8 Sept 2023, 6:00 pmClosed
Executive Engineer
HPPWD DIVISION KOTKHAI
R/R Damages on Keeth link road in K.M. 0/00 to 1/700 C/o, R/Wall at R.D. 0/700 to 0/725
2023_PWD_78251_9
PW-KD-E-TENDER/2023-24-2591-95 DTD 28-8-2023
Open Tender
Civil Works - Roads
Item Rate
45 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹28,600
9 Aug 2024
2 Sept 2023
11 Sept 2023
2 Sept 2023
8 Sept 2023
2 Sept 2023
Amount
Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads , dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinary soil upto all depth. as directed by the Engineer-in-Charge.all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.
Providing and laying in position cement concrete of specified grade including the cost of form work in R/walls 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and laying boulder apron laid in wire crates mate with G.I.wire confirming to IS :280 & IS 4826 in 100mmx100mm mesh (weaved diagonally including 10% extra for laps and joints laid with stone boulder weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 including hauling of materials through all modes of transportation within all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Providing weep holes in brick/ stone / plain reinforced concrete abutment, wing wall, return walls with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing and technical specifications clauses 614, 709 and 1204.3.7 including carriage of material within all leads and lifts and other incidentals. including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 with granular material including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
M/s Pardeep Sublaik
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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