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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹20.8 LAccepted-Finance NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | ₹20.8 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹21.4 L+₹56,170.64 (2.70%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹21.4 L+₹56,170.64 (2.70%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹21.5 L+₹68,500.78 (3.29%)Rejected-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176093 | ₹21.5 L+₹68,500.78 (3.29%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹21.6 L+₹83,844.96 (4.03%)Rejected-Finance VILL MARECHH P O DIGERH TEHSIL ANNI DISTT KULLU HP PIN CODE NO 171220 | ANNI | KULLU | HIMACHAL PRADESH | 171220 | ₹21.6 L+₹83,844.96 (4.03%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹22.0 L+₹1.2 L (5.53%)Rejected-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | ₹22.0 L+₹1.2 L (5.53%) | L-5 | Rejected-Finance L-5 |
Tender Value
₹27.4 L
EMD Value
₹54,800
Closing Date
22 Jul 2026, 10:00 amClosed
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Construction of Breast wall at RD 0/020 to 0/035, Retaining wall at RD 3/650 to 3/660, 5/900 to 5/910, 5/970 to 5/985, wing wall at RD 2/887 to 2/897 and 2/900 to 2/910 and wire created Breast wall at RD 0/350 to 0/370, 3/665 to 3/685, 3/880 to 3/395
2026_PWD_139061_1
PW-MDI(P)Tender-NIT-7713-55 dated 14.07.2026
Open Tender
Civil Works - Roads
Percentage
31 days
Sahal
As per bid documents
9 documents required · 9 mandatory
₹2,000
₹54,800
22 Aug 2026
15 Jul 2026
22 Jul 2026
15 Jul 2026
22 Jul 2026
15 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 structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. | 495.9 | Per cubic metre | 522.5 | ₹2,59,107.75 |
| 2 | Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : Ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. | 285.62 | Per cubic metre | 4,757.9 | ₹13,58,951.4 |
| 3 | Providing concrete for plain/reinforced concrete for parapet Grade-M-10 nominal mix 1:3:6 (one cement : three sand : twelve graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. | 9.1 | Per cubic metre | 5,244.5 | ₹47,724.95 |
| 4 | Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. | 147 | Each | 276.1 | ₹40,586.7 |
| 5 | Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. | 40.65 | Per cubic metre | 1,512.1 | ₹61,466.86 |
| 6 | Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge. | 398.44 | Per cubic metre | 2,440 | ₹9,72,193.6 |
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