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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-Finance | ₹7.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹7.7 L+₹36,596 (4.98%)Rejected-Finance | ₹7.7 L+₹36,596 (4.98%) | L2 | Rejected-Finance L2 |
| 3 | L3₹7.7 L+₹36,669 (4.99%)Rejected-Finance | ₹7.7 L+₹36,669 (4.99%) | L3 | Rejected-Finance L3 |
Tender Value
₹7.3 L
EMD Value
₹14,700
Closing Date
2 Feb 2026, 9:00 amClosed
Executive Engineer
HP PWD Division Sarkaghat
Construction of Retaining wall wire crate
2026_PWD_126767_1
15835-37
Open Tender
Civil Works - Roads
Percentage
60 days
Sarkaghat
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹14,700
19 Aug 2026
27 Jan 2026
3 Feb 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
Earth work in excavation for structure as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials,and disposal upto lead of 50 metres dressing of sides and bottom and back filling in trenches with approved material and disposal of all surplus excavated earth in specified site and direction of Engineer-in-charge.
Earth work in excavation for structure as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials,and disposal upto lead of 50 metres dressing of sides and bottom and back filling in trenches with approved material and disposal of all surplus excavated earth in specified site and direction of Engineer-in-charge.
Earth work in excavation for structure as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials,and disposal upto lead of 50 metres dressing of sides and bottom and back filling in trenches with approved material and disposal of all surplus excavated earth in specified site and direction of Engineer-in-charge.
Providing and laying bouler apronlaid in wirecrates with 4mm (four millimetre) dia GI wire confirming to IS -280and IS 4826 in 100mmx100mm (one hundred millimetre in to one hundred millimetre) mesh (wooden diagonally) including 10 (ten) percent extra for lapsand joints laid with stone boulders weighting not less than 25 Kg (twenty five kilograme) as per drawing and technical specification clause1301 asper the direction of engineer-in charge.
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