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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹29.1 LAccepted-AOC HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | L-1 | Accepted-AOC AOC | |
| 2 | L-2₹29.8 L+₹62,420.52 (2.14%)Rejected-Finance S O SH GOVIND RAM R O VILLAGE BARI P O BARI GUMANU TEHSIL SADAR DISTT MANDI H P | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹30.6 L+₹1.5 L (5.10%)Rejected-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | L-3 | Rejected-Finance L-3 |
Tender Value
₹29.7 L
EMD Value
₹59,400
Closing Date
4 Feb 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 R.D. 1/860 to 1/870, 2/027 to 2/055, wire created Retaining wall at RD 5/700 to 5/715 and wire created Breast wall at RD 4/910 to 4/930, Breast wall at RD 4/370 to 4/380, 900mm dia Hume pipe culvert alongwith wing wa
2026_PWD_126932_1
PW-MDI(P)Tender-NIT-15585-610 dated 23.01.2026
Open Tender
Civil Works - Roads
Percentage
62 days
Choura
As per bid documents
9 documents required · 9 mandatory
₹2,000
₹59,400
11 Aug 2026
29 Jan 2026
4 Feb 2026
29 Jan 2026
4 Feb 2026
29 Jan 2026
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.
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 The rates are inclusive of octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.
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 The rates are inclusive of octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.
Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete The rates are inclusive of octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.
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.
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.
Providing and laying 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.
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.
Random rubble masonry in cement mortar for substructure complete as per drawing and technical specification in cement mortat 1:6 (one cement : six coarse sand) and curing complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Providing and laying reinforced cement concrete pipe NP2 for culvert on 1st class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection work back filling concrete and masonry work in head walls and parapets as per drawings and technial specifications for Rural roads clause 1106. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.
Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with in lift upto any height and carriage of material upto any lead, lift and other incidental complete in all respect as per Technical specification 302.3.5 and 1611 and as per direction of Engineer-in-Charge.
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