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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹72.8 L+₹66.1 L (978.8%)Rejected-Finance GHUMARWIN DIVISION HP PWD GHUMARWIN | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹7.6 L+₹86,274 (12.8%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest | |
| 4 | L4₹7.8 L+₹1.0 L (15.5%)Rejected-Finance | L4 | Rejected-Finance 4th Lowest | |
| 5 | L5₹8.3 L+₹1.5 L (22.9%)Rejected-Finance | L5 | Rejected-Finance 5th Lowest |
Tender Value
Refer Docs
EMD Value
₹19,500
Closing Date
23 Jun 2021, 4:00 pmClosed
Executive Engineer Division No-IHPPWD Shimla-3
Executive Engineer Division No-IHPPWD Shimla-3
R/R Damages to Kufri Chail Road Km. 0/00 to 25/00(SH C/O Retaining wall at RD.16/253 to 16/268
2021_PWD_48341_1
SD-I-CTR-Tender/21-22- 3397 dt 27-05-2021
Open Tender
Civil Works
Item Rate
60 days
Shimla
As per SBD
14 documents required · 14 mandatory
₹350
₹19,500
15 Jul 2021
11 Jun 2021
24 Jun 2021
11 Jun 2021
23 Jun 2021
11 Jun 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge
Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns,etc. for mass concrete
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:4:8 (1 cement : 4 coarse sand): 8 graded stone aggregate 20 mm nominal size)
Providing and fixing PVC 100mm (one hundred milimetre) dia pipe for weep holes with cement mortar complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Arvind Kumar
Man mohan thakur
Munoo Ram
KHOOB CHAND
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tech_eval.pdf
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