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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹20.0 L+₹74,926.67 (3.88%)Rejected-Finance SHARMA NIWAS GHORA CHOWKI TEHSIL DISTT SHIMLA HP | SHIMLA | SHIMLA | HIMACHAL PRADESH | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Non responsive | |
| 4 | Rejected-Technical BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | - | Rejected-Technical Non responsive |
Tender Value
₹24.9 L
EMD Value
₹50,000
Closing Date
1 Apr 2026, 11:00 amClosed
Executive Engineer NH Division HPPWD Solan
Executive Engineer NH Division HPPWD Solan
(SH C/O R/Wall at RD 62/870 to 62/900 B/wall at RD 62/900 to 62/920 and U shape drain at RD 62/840 to 62/940)
2026_PWD_132550_1
6186-6216
Open Tender
Civil Works
Percentage
60 days
Solan
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹50,000
5 May 2026
25 Mar 2026
1 Apr 2026
25 Mar 2026
1 Apr 2026
25 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per the MORT&H specification and the direction of Engineer-in-Charge. | |||||
| 2Plain/Reinforced cement concrete (PCC M-15) In open foundation complete as per drawing and technical specifications and the direction of Engineer-in-Charge. | |||||
| 3Plain/Reinforcement Cement Concrete in open foundation complete as per drawing and technical specification R.C.C. grade M-20 using batching plant, Treansit mixer and Concrete mixture as per drawing and Technical Specifications . and the direction of Engineer-in-Charge. | |||||
| 4Providing and making Gabian structures with Mechanically woven Double Twisted Hexagonal shaped wire mesh Gabions Boxes as per IS 16014:2012, MORT&H clause b2500, of required size, mesh type 10x12 (D=100mm with tolerence of +- 2% ) Zinc coated, mesh wire diameter 3.0 mm, mechanically edges/selvedged with partitons at every 1m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of gabion boxes, filled with least dimension of 200mm, as per drawing, all complete as per the direction of engineer in charge.) 2x1x1 = 2cum as per MORTH Specification and as per direction of the Engineer-in-Charge. | |||||
| 5Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. and the direction of Engineer-in-Charge. | |||||
| 6Providing and laying Miled/ Tor steel reinforcement for R. C. C. Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. as per drawing and Technical Specification. and the direction of Engineer-in-Charge. | |||||
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tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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sbd.pdf
Tender Documents • 4.65 MB
BOQ_195994.xls
BOQ • 0.26 MB
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