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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.6 LAccepted-AOC V P O LABANA SADANA TEHSIL RAMPUR DISTT SHIMLA H P | LABANA SADANA | SHIMLA | HIMACHAL PRADESH | ₹39.6 L Quoted ₹41.1 L | 1 | Accepted-AOC 1st lowest |
| 2 | 2₹41.5 L+₹35,601.50 (0.87%)Rejected-Finance | ₹41.5 L+₹35,601.50 (0.87%) | 2 | Rejected-Finance L2 |
Tender Value
₹39.6 L
EMD Value
₹79,500
Closing Date
17 Jul 2026, 9:00 amClosed
EE Rampur
EE B and R Division HPPWD Rampur
SH C.O both side abutments at RD 0.090
2026_PWD_138847_1
PW/RMP/TA/2026-4840 dated 01.07.2026
Open Tender
Civil Works - Roads
Percentage
EE B and R Division HPPWD Rampur
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,000
Yes
₹79,500
Yes
26 Aug 2026
11 Jul 2026
17 Jul 2026
11 Jul 2026
17 Jul 2026
11 Jul 2026
11 Jul 2026 - 17 Jul 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 structure in all depth as per drawing and technical specification Clause 305-1 including setting out, construction of shoring and bracin , removal of stumps and other deleterious material and disposal in all lead and lift including dressisng of sides and bottom and back filling in trenches with excavated suitable material . All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out of rock( where blasting is prohibited) as directed by the Engineer-in-Charge.all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases. | 209.3 | Per cubic meter | 615.26 | ₹1,28,773.92 |
| 2 | Providing and laying cement concrete 1:4:8 (1 cement : 4 sand :8 Graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc. including carriage of material within all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. | 10.14 | Per cubic meter | 6,394.32 | ₹64,838.4 |
| 3 | Providing and laying concrete for Plain/reinforced concrete in substructure complete as per drawings and technical specification Clause 802,804,805,807,1202 and 1204 PCC grade M-20 nominal mix 1:2.4( 1Cement ,2. sand 4stone aggregate) 20mm nominal size and curring complete including cost of form work in foundation and plinth in breast, retaining walls, abutments etc. including carriage of material within in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. | 173.23 | Per cubic meter | 8,258.64 | ₹14,30,644.21 |
| 4 | Providing and laying reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clause 802,804,805,807,1202 and 1204 curring complete including cost of form work in foundation and plinth in breast, retaining walls, abutments etc. including carriage of material within in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. | 12.87 | Per cubic meter | 9,185.41 | ₹1,18,216.23 |
| 5 | Supplying fitting and placing HYSD bars reinforcement complete in super structure as per clause 1002,1010 & 1202 including carriage of material within all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. | 11,937.9 | Per Kg. | 120.47 | ₹14,38,158.81 |
| 6 | Supplying fitting and placing HYSD bars reinforcement complete in super structure as per clause 1002,1010 & 1202 including carriage of material within all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. | 220 | Per cubic meter | 1,582.33 | ₹3,48,112.6 |
| 7 | Backfilling /Filter media with granular material behind retaining wall/breast wall as per specification 1204.3.8 in a width of 600 mm. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge. | 130.14 | Per cubic meter | 3,280.91 | ₹4,26,977.63 |
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