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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176093 | ₹23.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹28.3 L+₹4.4 L (18.7%)Rejected-Finance R O VILLAGE KANTI MASHWA TEHSIL KAMRAU DISTT SIRMOUR | SIRMAUR | HIMACHAL PRADESH | 171226 | ₹28.3 L+₹4.4 L (18.7%) | L2 | Rejected-Finance L2 |
| 3 | L3₹31.4 L+₹7.5 L (31.5%)Rejected-Finance | ₹31.4 L+₹7.5 L (31.5%) | L3 | Rejected-Finance L3 |
| 4 | L4₹31.8 L+₹8.0 L (33.3%)Rejected-Finance | ₹31.8 L+₹8.0 L (33.3%) | L4 | Rejected-Finance L4 |
| 5 | L6₹32.0 L+₹8.1 L (34.1%)Rejected-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175047 | ₹32.0 L+₹8.1 L (34.1%) | L6 | Rejected-Finance L6 |
Tender Value
₹37.9 L
EMD Value
₹76,000
Closing Date
2 Jul 2026, 5:00 pmClosed
Er. Yogesh Sharma
Executive Engineer HPPWD Division Shillai
(SH-C/O 8.00m span slab culvert at RD.0.030).
2026_PWD_137438_9
NIT No. 2339-2438 dated 23.06.2026
Open Tender
Civil Works - Roads
Percentage
30 days
Shillai
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,000
₹76,000
21 Jul 2026
25 Jun 2026
3 Jul 2026
25 Jun 2026
2 Jul 2026
25 Jun 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 | Earthwork in excavation in all heights and depths in all kinds of soils for structure 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 all leads dressing of sides and bottom and backfilling in trenches with excavated suitable material. including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. | 589.14 | Per cubic metre | 320.4 | ₹1,88,760.46 |
| 2 | Providing and laying concrete for plain/reinforced concrete nominal mix1:2.5:5 (One cement : two point five:five graded stone aggregate10mm to 25mm (Ten milimeter to forty milimeter) nominal size) in open foundation complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts or as directed by the Engineer-in-Charge. | 108.23 | Per cubic metre | 6,027.56 | ₹6,52,362.82 |
| 3 | Providing and laying concrete for plain/reinforced concrete M-10 (Ten) grade nominal mix1:3:6 (One cement : three Sand:six graded stone aggregate10mm to 25mm (Twenty Five milimeter milimeter) nominal size) in open foundation complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts or as directed by the Engineer-in-Charge. | 1 | Per cubic metre | 5,946.48 | ₹5,940.53 |
| 4 | Providing and laying concrete for plain/reinforced concrete in Super structure RCC M-25 ( Twenty five) grade nominal mix 1:1.5:3 (One cement :one and half Sand:three graded stone aggregate 20mm (Twenty milimeter) nominal size) curing complete as per drawing and HP.PWD. technical specifications.clauses 800,1205.4 and 1205.5 including all leads, lifts or as directed by the Engineer-in-Charge. | - | Per cubic metre | 7,493.22 | - |
| 5 | Supplying, fitting, and placing HYSD bar reinforcement in super structure curing complete complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 in all heights and depth including all leads, lifts and carriage of materials complete as per entire satisfaction of the Enginee- in- charge | - | Per tonne | 86,804.85 | - |
| 6 | Providing and laying cement concrete Bedding Complete as per drawing and technical specification clause 1303 flooring 200mm thick over cement concrete bedding . including all leads, lifts and carriage of materials complete as per entire satisfaction of the Enginee- in- charge | 1 | Per cubic metre | 6,149.1 | ₹6,142.95 |
| 7 | Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 ( Six hundred) mimlimetre with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (One thousand two hundred four point three point eight) within all leads lifts.and carriage of material as per the direction of the Engineer Incharge. | - | Per cubic metre | 784.85 | - |
| 8 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width 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.including carriage of materials in all leads and lifts as per direction of Engineer-in-Charge | 184 | Each | 301.8 | ₹55,531.2 |
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