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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder to awarded the work | |
| 2 | L2₹6.6 L+₹11,776 (1.82%)Rejected-Finance | L2 | Rejected-Finance L2 BIDDER | |
| 3 | L3₹6.6 L+₹17,367.90 (2.69%)Rejected-Finance VILLAGE KOTI CHALALI P O BAGHAR TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | L3 | Rejected-Finance L3 BIDDER |
Tender Value
₹6.8 L
EMD Value
₹13,600
Closing Date
22 Nov 2023, 6:00 pmClosed
Executive Engineer
HPPWD DIVISION KOTKHAI
R/R Damages on Ghasigaon Link road in K.M. 0/00 to 1/500, C/o, wire crate R/Wall at R.D. 0/030 to 0/55
2023_PWD_81477_6
PW-KD-E-Tender/2023-24-5049-53 dated 10-11-2023
Open Tender
Civil Works - Roads
Item Rate
45 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹13,600
25 Oct 2024
17 Nov 2023
23 Nov 2023
17 Nov 2023
22 Nov 2023
17 Nov 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 & making Gabion structure with mechanically woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012 ,MORTH Clause 2500, of requred size, Mesh Type 10x12 (D=100mm with tolerance of = 2%) Zinic+coated, Mesh wire diameter 2.7/3.7mm, Mechanically edged/selvedged with paritions at every 1 m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing , all complete as per direction of Engineer-in-charge.
Backfilling /Filter media with granular material behind retaining wall/breast wall as per specification 1204.3.8 in a width of 600 mm. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
Rakesh Chauhan
RAJINDER CHAUHAN
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