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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.0 LAccepted-Finance HIMACHAL PRADESH PUBLIC WORKS DEPARTMENT R O VILLAGE CHEWLA P O ROURI TEH DISTT SHIMLA 11 | SHIMLA | HIMACHAL PRADESH | 171001 | 1 | Accepted-Finance 1 | |
| 2 | 2₹11.4 L+₹1.4 L (14.3%)Rejected-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | 2 | Rejected-Finance 2 | |
| 3 | 3₹11.4 L+₹1.4 L (14.5%)Rejected-Finance V P O SAMRAHAN TEHSIL KOTLI DISTT MANDI HIMACHAL PRADESH | 3 | Rejected-Finance 3 |
Tender Value
₹11.9 L
EMD Value
₹23,200
Closing Date
5 Jan 2026, 11:00 amClosed
EE MANDI DIVISION NO-II HPPWD MANDI
EE
R.R.Damages on Kun to Harizan Basti Padhar Km 0/00 to 1/500 (SH- C/O 1200 mm dia RCC hume pipe culvert alongwith both side wing walls at Rd 0/870, 1/170 and 1/330) Under PDNA-2023
2025_PWD_124475_19
MDII
Open Tender
Civil Works
Percentage
90 days
EE MANDI DIVISION NO-II HPPWD MANDI
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
Yes
₹23,200
Yes
23 Jan 2026
26 Dec 2025
5 Jan 2026
26 Dec 2025
5 Jan 2026
26 Dec 2025
Earth work in excavation in all kinds of soil 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 upto any lead and dressing of sides and bottom and back filling in trenches with excavated suitable material including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.
Providing and laying 1:4:8 (One cement : four sand : eight graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.
Stone masonry in cement mortar in foundation complete as drawing and technical specification clauses 702, 704, 1202 and 1204 in cement mortar (1:4) (One cement : four sand) Coursed rubble masonry (2nd sort) including carriage of materials with in all lead, lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and laying dry flooring with rubble stone as per drawing and technical specifications clause 1303.3 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and laying 1200mm dia (twalve hundred millimetre) reinforced cement concrete pipe NP2 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 excavation, protection work, back filling, concrete and masonry work in head walls and parapets Clause 1108 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.
Providing and laying 1:6:12(One cement :six sand : twalve graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.
Random rubble masonry in cement mortar for substructure complete as per drawing and technical specification Clause 702, 704, 1202 and 1204 in cement mortar 1:6 (One cement : six sand) including carriage of materials with in all lead, lifts and other incidentals as per direction of Engineer-in-Charge.
Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer in charge.
Providing weep holes in block masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm PVC pipe extending through the full width of the structure with slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1204.3.7 including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge.
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