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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.1 LAccepted-AOC HIMACHAL PRADESH | L1 | Accepted-AOC AOC | |
| 2 | L2₹68.9 L+₹72,445 (1.06%)Rejected-Finance VILL GADHWAR PO BARA TEHSIL CHACHIOT DISTT MANDI H P 175124 | CHACHIOT | MANDI | HIMACHAL PRADESH | 175124 | L2 | Rejected-Finance Second lowest bidder | |
| 3 | L3₹72.1 L+₹3.9 L (5.76%)Rejected-Finance VILL DUMAL P O PANJAHRA TEHSIL NURPUR DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L3 | Rejected-Finance Third lowest bidder | |
| 4 | L4₹76.1 L+₹7.9 L (11.6%)Rejected-Finance VILLAGE PO GOLI TEHSIL DALHOUSIE DISTT CHAMBA HP | CHAMBA | HIMACHAL PRADESH | 176207 | L4 | Rejected-Finance Fourth lowest bidder | |
| 5 | L5₹78.7 L+₹10.6 L (15.5%)Rejected-Finance | L5 | Rejected-Finance Fifth lowest bidder |
Tender Value
₹59.9 L
EMD Value
₹92,500
Closing Date
1 Sept 2021, 5:00 pmClosed
Executive Engineer
HPSIDC Ltd. Shimla
(SH- C/o retaining wall and X-drainage RD- 400 to 900 mtr.).
2021_SIDC_51543_1
Job No. 4
Open Tender
Civil Works
Item Rate
90 days
Chanour (Kangra)
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,900
₹92,500
3 Dec 2021
25 Aug 2021
2 Sept 2021
25 Aug 2021
1 Sept 2021
25 Aug 2021
Amount
Excavation in foundations,trenches,etc.in earth work in all kind of soil lifts upto 1.50mtrs. Stacking the excavation soil not more then 3mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when require into plinths sides of foundation etc.consolidation each deposited layer by ramming,watering and then disposing of all surplus excavated earth as directed in all leads and lifts. disposing at dumping site (To be arranged by the contractor) including payment of MC/ local body dumping charges it lived any as per satisfaction of Engineer-in-charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used/ removed as per the direction of Engineer-in-charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
Providing and laying cement concrete 1:4:8(1cement: 4sand: 8graded stome aggregate 40mm nominal size) and curing complete including cost of form work in foundation and plinth.As per clause 802,803,1202 & 1203.
Providing Plain /reinforced cement conc.in sub structure complete as per technical specification Clause 802,804,805,806,807, 1202 and 1204 for height upto 5mtr.Cement concret(1:2:4) (1 cement 2 sand 4 graded stone agreegate 20mm nominal size) C.C. to be laid with RMC plant or fiori, and curring complete including cost of form work.foundation footing bases of columns and the like and mass concrete.
Providing Plain /reinforced cement conc.in sub structure complete as per technical specification Clause 802,804,805,806,807, 1202 and 1204 for height upto 5mtr.Cement concret(1:1.5:3) (1 cement 1.5 sand 3 graded stone agreegate 20mm nominal size)C.C. to be laid with RMC plant or fiori, and curring complete including cost of form work.foundation footing bases of columns and the like and mass concrete.
Supplying fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clause 1002,1005,1010 and 1202.
Providing and laying cement concrete work 1:3:6(1cement: 3sand:6graded stone agg.20mm nominal size)and curing complete including cost of form work complete in all respect.
Providing weep holes in brick masonry/plain reinforced concrete abutment ,wing wall/return wall with 110mm dia. PVC pipe extending through the full width of the structure with slope of 1(v):20(H) towards drawing face complete asper drawing and tech.specification and asper direction of Engineer-in-Charge. 4.5 kg/sqm pressure.
Bhag Singh
Tilak Raj Govt Contractor
SUBHASH CHAND
rupinder Singh
Kapil Sharma
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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