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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.1 LAccepted-Finance | ₹40.1 L | L1 | Accepted-Finance ok |
| 2 | L2₹41.3 L+₹1.2 L (2.94%)Rejected-Finance VILL DHAR P O DHAR TEHSIL JUBBAL DISTT SHIMLA H P | SHIMLA | HIMACHAL PRADESH | 170009 | ₹41.3 L+₹1.2 L (2.94%) | L2 | Rejected-Finance ok |
Tender Value
₹39.3 L
EMD Value
₹78,700
Closing Date
1 Sept 2026, 6:00 pmClosed
Executive Engineer
HPPWD Division Jubbal
SH C/o B/wall at RD 0/385 to 0/415 , R/wall at RD 0/485 to 0/500 and at RD 0/505 to 0/520, C/o R/wall at RD 0/430 to 0/465,B/wall at RD 0/435 to 0/455, 0/505 to 0/525 and P/L 900mm dia HPC at RD 0/350, 0/420,0/510 ,P/L 300mm dia HPC at RD 0/485)
2026_PWD_141912_1
6369-72, Dated 22.08.2026
Open Tender
Civil Works
Percentage
Kholu Khad
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹78,700
16 Sept 2026
24 Aug 2026
2 Sept 2026
24 Aug 2026
1 Sept 2026
24 Aug 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 | Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge. | 366.2 | Per Cubic metre | 306 | ₹1,12,057.2 |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 186.16 | Per cubic metre | 490 | ₹91,218.4 |
| 3 | Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 503.2 | Per cubic metre | 5,700 | ₹28,68,240 |
| 4 | Random rubble masonrystone masonry(un-coursed/brought to courses)with hard stone of approved quality in foundation in cement mortar 1:6(1cement:6sand) complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge. | 66.5 | Per cubic metre | 4,550 | ₹3,02,575 |
| 5 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108 (i) 600mm dia. including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 30 | Per running metre | 6,700 | ₹2,01,000 |
| 6 | Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 62.12 | Per cubic metre | 1,450 | ₹90,074 |
| 7 | Filling in embankmant with fresh selected earthern material and compacted to the required degree of compection and laid to the required gradiant with stable cross slopes to the satifaction of Engineer in Chargs. | 1,248.75 | Per cubic metre | 184 | ₹2,29,770 |
| 8 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 | 86 | Each | 450 | ₹38,700 |
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