Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.8 LAccepted-AOC VPO RANGRIK TEHSIL SPITI DISTRICT LAHAUL SPITI KAZA HIMACHAL PRADESH 172114 | KAZA | LAHAUL SPITI | HIMACHAL PRADESH | 172114 | ₹20.8 L | L1 | Accepted-AOC Lowest 1st |
| 2 | L2₹21.0 LRejected-AOC | ₹21.0 L | L2 | Rejected-AOC Lowest 2nd |
| 3 | Rejected-Technical BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | Rejected-Technical Not Qualified |
Updated dates
Tender Value
₹23.7 L
EMD Value
₹23,734
Closing Date
3 Mar 2026, 11:30 amClosed
Chief Engineer Generation
Chief Engineer (Gen) HPSEBL Sundernagar
Restoration of the weir site from RD 5.0 m to RD 10.0 m along with repair and maintenance of the intact portion from RD 0.0 m to RD 5.0 m of Lingti HEP (400 kW), damaged due to a flash flood, under the Civil Maintenance Division, Bhabanagar, District
2026_HPSEB_126406_2
HPSEBL/CEG/SEC/2025-26-34
Open Tender
Civil Works
Lahaul Spiti district of Himachal Pradesh
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹23,734
Sundernagar Mandi HP
13 Apr 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
24 Feb 2026
Demolishing cement concrete by mechanical means and stockpiling at designated loaction and disposal of dismantled materials upto lead of 1 Km including stacking servicable and unservicable separately including cutting reinforcement bars as per direction of Engineer - in charge.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:1½:3 (1 cement : 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size).
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bar
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect..
Boulder(Plum) filling for PCC M20 as per drawing, all complete as per direction of Engineer-in-charge.
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.46 MB
SBDLINGTI.pdf
Tender Documents • 3.45 MB
BOQ_190243.xls
BOQ • 0.25 MB
34retender200226.pdf
Additional Documents • 0.51 MB
NIT.pdf
Additional Documents • 1.44 MB
Download all tender documents and submit your bid