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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.4 LAccepted-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | L1 | Accepted-Finance Being a Lowest | |
| 2 | L2₹41.8 L+₹31,879.64 (0.77%)Rejected-Finance R O VILLAGE AND PO HURLA TEHSIL BHUNTAR DISTT KULLU H P | L2 | Rejected-Finance Being a 2nd lowest |
Tender Value
₹39.8 L
EMD Value
₹80,000
Closing Date
9 Apr 2026, 5:00 pmClosed
Er. B.C. Negi
Executive Engineer, Kullu Division, HP.PWD, Kullu
Restoration of Rain damages on Nagujhor Mashna Thach road Km 0/00 to 10/500 (SH- Construction of 6.00 mtr.span slab culvert at Rd 3/100).
2026_PWD_133273_1
PW/KD/TA/2026-16087-94 Dated 30.03.2026
Open Tender
Civil Works - Roads
Percentage
60 days
Kullu
As refer to bid document
9 documents required · 9 mandatory
₹2,000
₹80,000
13 May 2026
4 Apr 2026
10 Apr 2026
4 Apr 2026
9 Apr 2026
4 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, any dressing removal of stumps and other deleterious material and disposal upto any lead of 50 mtr (Fifty metre) and lift complete including dressing of sides and bottom and backfilling in trenches with excavated material in ordinary soil within all leads and lift of materials and as per direction of Engineer-in-charge. | - | Per Cubic metre | - | - |
| 2 | Providing and laying concrete for plain/ reinforced concrete 1:3:6 (One cement : Three sand : Six graded stone) aggregate in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203. P.C.C. grade M-10 C.C. within all leads and lift of materials and as per direction of Engineer-in- charge. | - | Per Cubic metre | - | - |
| 3 | Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications clause 702,704,1202 and 1203 coursed rubble masonry (2nd sort) in cement mortar 1:5(one cement: Five sand) within all leads and lift of materials and as per direction of Engineer-in- charge. | - | Per Cubic metre | - | - |
| 4 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material. within all leads and lift of materials and as per direction of Engineer-in- charge. | - | Per Cubic metre | - | - |
| 5 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303.1 Rubble stone laid in cement mortar 1:3 (One cement : Three sand ) within all leads and lift of materials and as per direction of Engineer-in- charge. | - | Per Cubic metre | - | - |
| 6 | Providing Plain/ reinforced cement concrete in super structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 and 1204 RCC grade M-25 (1:1.5 :3)(One cement : One point five sand : Three graded stone) upto 5 m (Five metre) height within all leads and lift of materials and as per direction of Engineer-in- charge. | - | Per Cubic metre | - | - |
| 7 | Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawings and technical specification clauses 1002,1010 and 1202 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. | - | Per Kilogram | - | - |
| 8 | Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification clause 810 and 1206.3 with in all leads and lift including carriage of materials and as per direction of Engineer-In-Charge. | - | Per Cubic metre | - | - |
| 9 | Providing/ laying weap holes in brick masonry/ stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (One hundred millimetre) dia PVC pipe extending through the full with 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. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. | - | Each | - | - |
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