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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹63.2 LAccepted-AOC VPO SAPNI TEHSIL SANGLA DISTT KINNAUR HP | SHIMLA | HIMACHAL PRADESH | 172101 | 1 | Accepted-AOC 1st lowest | |
| 2 | 2₹72.1 L+₹8.9 L (14.1%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | 2 | Rejected-Finance not lowest | |
| 3 | 3₹84.2 L+₹21.0 L (33.2%)Rejected-Finance DHALIWAL | JALANDHAR | PUNJAB | 144001 | 3 | Rejected-Finance not lowest | |
| 4 | 4₹90.0 L+₹26.8 L (42.4%)Rejected-Finance | 4 | Rejected-Finance not lowest | |
| 5 | 5₹1.1 Cr+₹42.3 L (66.9%)Rejected-Finance VPO SAPNI TEHSIL SANGLA DISTT KINNAUR HP | SHIMLA | HIMACHAL PRADESH | 172101 | 5 | Rejected-Finance not lowest |
Tender Value
₹1.2 Cr
EMD Value
₹1.6 L
Closing Date
11 Jul 2024, 5:00 pmClosed
Executive Engineer
Division reckon peo
CO PCC protection Wall Left Bank at RD 60 to 120, RD 120 to 180, Right Bank at RD 60 to 120, RD 180 to 210, CO Wire crate Apron Left Bank at RD 60 to 120, RD 120 to 180, Right Bank at RD 60 to 120, RD 180 to 210
2024_HPIPH_89953_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
₹1,500
Yes
₹1.6 L
Yes
13 Aug 2024
2 Jul 2024
12 Jul 2024
3 Jul 2024
11 Jul 2024
3 Jul 2024
Amount
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres
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 and laying in retaining Wall and breast Wall 10.0 kgf/cm² working pressure unplasticized PVC Pipe (confirming to IS: 4985-1968) to make weep holes complete including making good the wall. 100mm dia
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
M/S PARMOD KUMAR CONTRACTOR
ANKUSH CHAUDHARY
vats associates
AJAY MEHTA
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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