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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹33.4 LAccepted-Finance VILLAGE P O TANGNU TEHSIL CHIRGAON DISTT SHIMLA H P | SHIMLA | HIMACHAL PRADESH | 170009 | L-1 | Accepted-Finance 1 | |
| 2 | L-2₹34.2 L+₹82,990 (2.49%)Rejected-Finance R O VILL AIMA P O TEHSIL PALAMPUR DISTT KANGRA H P | L-2 | Rejected-Finance 2 |
Tender Value
₹33.2 L
EMD Value
₹66,392
Closing Date
23 Mar 2026, 6:00 pmClosed
Executive Engineer
HPPWD Rohru
R R Damage to Tikkari to Tangnu road km 0 00 to 15 00 Sh C o R wall in stone masonery 1 080 to 1 100 8 365 to 8 372 11 615 to 11 631 11 230 to 11 238 12 403 to 12 413 12 388 to 12 403 12 375 to 12 388 13 245 to 13 266 13 366 to 13 382
2026_PWD_131661_9
28187-93 dated 13-3-26
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,000
₹66,392
23 May 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
Excavation in hilly area by mechanical means i/c cutting and trimming of side slope and disposing of side slopes and disposing of excavated earth with lift upto 1.5 mtr and 20mtr as per technical specification pick and jumper work .
Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dresseing of sides and bottom and backfilling in trenches with excavated suitable material .
Stone Random Rubble Masonry work in cement mortar 1:6 ( 1 cement : 6 sand) in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1203. including carriage of materials with in all leads and lifts as per direction of Engineer - in Charge .
Providing and Laying concreate 1:6:12 (one cement :six:twelve graded stone aggregate 40mm (forty milimeter nominal size ) for plain / reainforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer -in-charge.
Providing and laying of Back filling behind the return wall with granual material complete as per drowing and specification clause 1204.38
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
providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to IS 280 and IS 4826 in 100 mm into 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighting not less then 25 kg each as per drowing and technical specifications clause 1301
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