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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹41.7 LAccepted-AOC VPO SAPNI TEHSIL SANGLA DISTT KINNAUR HP | SHIMLA | HIMACHAL PRADESH | 172101 | 1 | Accepted-AOC contractor agreed during negotiation | |
| 2 | 2₹51.0 L+₹9.3 L (22.4%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | 2 | Rejected-Finance not lowest | |
| 3 | 3₹58.0 L+₹16.3 L (39.1%)Rejected-Finance DHALIWAL | JALANDHAR | PUNJAB | 144001 | 3 | Rejected-Finance not lowest | |
| 4 | 4₹59.2 L+₹17.5 L (42.0%)Rejected-Finance | 4 | Rejected-Finance not lowest | |
| 5 | 5₹68.2 L+₹26.5 L (63.6%)Rejected-Finance | 5 | Rejected-Finance not lowest |
Tender Value
₹84.5 L
EMD Value
₹1.2 L
Closing Date
11 Jul 2024, 5:00 pmClosed
Executive Engineer
Division Reckong peo
CO PCC protection Wall Right Bank at RD 0 to 146 CO Wire crate Apron Right Bank at RD 0 to 140
2024_HPIPH_89946_1
KNR-JSD-PEO-EA-I-Tender
Open Tender
Civil Works
Item Rate
365 days
GP sangla
Please refer Tender documents.
3 documents required · 3 mandatory
₹800
Yes
₹1.2 L
Yes
13 Aug 2024
2 Jul 2024
12 Jul 2024
3 Jul 2024
11 Jul 2024
3 Jul 2024
3 Jul 2024 - 11 Jul 2024
Amount
Earth work in excavation for structure as per drawing and technical specification clause 305.1 i/c setting out, construction of shoring and bracing removal of stums and other deletarious materials and disposal upto a lead of 50 meter, dressing of sides and bottom and back filling in trenches with excavated suitable material.
Excavation in earth work and banking in 20 cm layer including breaking clods, ramming and dressing up for the purpose of making embakments of filling up upto lead of 20 mtr. and lift upto 1.5 mtr. in pick work ground depression.
Wire crate made filled with boulders with square cut faces against the wire ( Boulder filling to be measured and paid for separately) with G.I Wire 5.0 mm thick corresponding to (SWG-6) of 15X15 cm mesh.
Wire crate made filled with boulders with square cut faces against the wire ( wire crate to be measured and paid for separately)
Providing and laying cement concrete 1:4:8(1 Cement: 4 Sand: 8 Graded stone agg.(standard nominal size) & curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .
Providing weepholes in brick masonry/ stone masonry/ plain reinforced concrete abutment, wing wall, return wall with 100 mm dia. PVC pipe extending through the full width of the structures with slope of 1 (V): 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clauses 1204.3.8 granular material
Providing and laying sand (Layer of 15 cm) complete excluding cost of form work.
Providing mild steel/tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level in all respects & as per the directions of the Engineer-In-Charge
Providing and Laying Non Woven Geotextile.
RAKESH KUMAR
parmod kumar
DHAME SHERPA CONTRCATOR
AJEET KUMAR
M/S PARMOD KUMAR CONTRACTOR
vats associates
stage.html
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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