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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹24.9 LAccepted-AOC | ₹24.9 L | L-1 | Accepted-AOC 1 |
| 2 | L-2₹25.7 L+₹74,735 (3.00%)Rejected-Finance | ₹25.7 L+₹74,735 (3.00%) | L-2 | Rejected-Finance 2 |
Tender Value
₹23.6 L
EMD Value
₹47,500
Closing Date
2 Apr 2026, 6:00 pmClosed
Executive Engineer
HPPWD Rohru
R R Damages to Road Shewdali to Kurali km 0 0 2 300 SH C O B Wall R Wall in W C at RD 1 800 1 815 0 310 0 320 R Wall in stone Masonary cm 1 6 at RD 1 940 1 955 widening of road km RD 0 810 2 300
2026_PWD_132414_2
28418-28517 dated 13-3-26
Open Tender
Civil Works - Roads
Percentage
120 days
shewali
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹47,500
23 Jul 2026
24 Mar 2026
3 Apr 2026
24 Mar 2026
2 Apr 2026
24 Mar 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 hilly area by mechanical means i/c cutting and trimming of side slope and disposing of side slopes and disposing of excavated earth with lift upto 1.5 mtr and 20mtr as per technical specification pick and jumper work . | - | Cum | 185.59 | - |
| 2 | Excavation in ordinary rock not requiring blasting by mechanial means i/c cutting and triming of side slopes and disposing of excavated earth within a lift upto 1.5 mtr and lead upto 20mtr ass per drawing and technical specification. | - | Cum | 306.64 | - |
| 3 | excavation in hard rock requiring blasting by mechanial i/c cutting and triming of side slopes and disposing of excavated earth withen a lift up to 1.5 mtr and lead upto 20mtr as per drg and technical specification. | - | Cum | 420.02 | - |
| 4 | Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dresseing of sides and bottom and backfilling in trenches with excavated suitable material . | - | Cum | 407 | - |
| 5 | providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to IS 280 and IS 4826 in 100 mm into 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighting not less then 25 kg each as per drowing and technical specifications clause 1301 | - | Cum | 2,593.7 | - |
| 6 | Stone Random Rubble Masonry work in cement mortar 1:6 ( 1 cement : 6 sand) in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1203. including carriage of materials with in all leads and lifts as per direction of Engineer - in Charge . | - | Cum | 5,109.04 | - |
| 7 | Providing and Laying concreate 1:6:12 (one cement :six:twelve graded stone aggregate 40mm (forty milimeter nominal size ) for plain / reainforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer -in-charge. | - | Cum | 5,523.33 | - |
| 8 | Providing and laying of stone filling behind the r/wall & return wall complete as per drowing and specification clause 1204.38 | - | Cum | 1,331.51 | - |
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