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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.2 LAccepted-AOC CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | ₹11.2 L | L-1 | Accepted-AOC AOC |
| 2 | L-2₹11.4 L+₹22,391.70 (2.00%)Rejected-Finance VILL BHATWARI PO KOT KHAMRADHA TEHSIL AUT DISTT MANDI H P | MANDI | HIMACHAL PRADESH | ₹11.4 L+₹22,391.70 (2.00%) | L-2 | Rejected-Finance L-2 |
Tender Value
₹13.5 L
EMD Value
₹27,000
Closing Date
10 Mar 2026, 10:00 amClosed
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Construction of Retaining wall at RD 4/150 to 4/165 and Hume Pipe Culvert at R.D. 1/455 and 1/525 alongwith wing walls)
2026_PWD_130400_1
PW-MDI(P)Tender-NIT-17929-64 dated 28.02.2026
Open Tender
Civil Works - Roads
Percentage
31 days
Kufri
As per bid documents
9 documents required · 9 mandatory
₹500
₹27,000
8 Sept 2026
4 Mar 2026
10 Mar 2026
4 Mar 2026
10 Mar 2026
4 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 | 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 within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. | 171.46 | Per cubic metre | 522.5 | ₹89,587.85 |
| 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 1:6:12 (One cement : Six sand : Twelve 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. | 2.41 | Per cubic metre | 4,752.9 | ₹11,454.49 |
| 3 | 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 1:4:8 (one cement : four sand : eight 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. | 191.28 | Per cubic metre | 5,232.2 | ₹10,00,815.22 |
| 4 | Providing concrete for plain/reinforced concrete 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. | 21.37 | Per cubic metre | 5,427.4 | ₹1,15,983.54 |
| 5 | Providing and laying reinforced cement concrete 900mm (Nine hundred millimetre) diameter pipe NP2 as per design for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement: two sand) but excluding excavations, protection works, back filling, concrete and masonry works in head walls and parapets as per drawings and technical specifications for Rural roads clause 1101 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge. | 15 | Per Running metre | 4,227.8 | ₹63,417 |
| 6 | 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 614,709,1206.6 complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge. | 72 | Each | 284.4 | ₹20,476.8 |
| 7 | Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. | 31.19 | Per cubic metre | 1,512.1 | ₹47,162.4 |
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