Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC Eligible |
| 2 | L2₹1.2 CrRejected-Finance | ₹1.2 Cr | L2 | Rejected-Finance In Eligible |
| 3 | L3₹1.2 CrRejected-Finance | ₹1.2 Cr | L3 | Rejected-Finance In Eligible |
| 4 | L4₹1.3 CrRejected-Finance NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹1.3 Cr | L4 | Rejected-Finance In Eligible |
| 5 | Not Admitted-Fee/PreQual/Technical NOT AVAILABLE | NEW DELHI | DELHI | 110001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Zakir Hussain L2 | SULTAN KATOCH L4 | Chitar Singh L3 | KAMI SHERPA L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in cutting of all kinds of soil using mechanical means (Hydraulic Excavator and tippers) / manual means disposal upto all lead and lifts complete in all respect as per direction and to the entire satisfaction of Engineer-in-charge. | 336 | Cum. | 200 ₹67,200 | 189 ₹63,504 | 230 ₹77,280 | 125 ₹42,000 |
| 2.00 | Earthwork in excavation by mechanical means (Hydraulic Excavator and Tippers)/manual means in foundation trenches or drains i/c dressing of sides, ramming of bottoms and bailing out water from river, retaining the required soil into trenches in 15 cm layers duly ramming & stacking the excavated soil for use in back filling and disposal of surplus excavated earth with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 818.1 | Cum. | 300 ₹2.5 L | 358 ₹2.9 L | 339 ₹2.8 L | 195 ₹1.6 L |
| 3.00 | Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size ) and curing complete excluding cost of formwork in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 28.38 | Cum. | 7,200 ₹2.0 L | 7,858 ₹2.2 L | 8,000 ₹2.3 L | 6,350 ₹1.8 L |
| 4.00 | Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size ) and curing complete excluding cost of formwork in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 116.1 | Cum. | 9,500 ₹11.0 L | 8,900 ₹10.3 L | 9,000 ₹10.4 L | 5,950 ₹6.9 L |
| 5.00Providing and laying cement concrete 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size )i/c bailing out water , pumping of water or diversion of river flow and curing complete excluding cost of formwork and reinforcement for reinforced concrete work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | |||||||
| 5.01 | Wall ( any thickness but not less than 0.10 mtrs. Thickness) including attached pillasters buttresses, plinth and string courses etc. from top of foundation level upto floor two level. | 774 | Cum. | 9,600 ₹74.3 L | 10,452 ₹80.9 L | 11,000 ₹85.1 L | 8,900 ₹68.9 L |
| 5.02 | Centring & shuttering including strutting, propping etc. & removal of form for walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge. | 1,379.01 | Sqm | 450 ₹6.2 L | 498 ₹6.9 L | 311 ₹4.3 L | 300 ₹4.1 L |
| 6.00 | Providing and laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete i/c cost of binding wire complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge. | 11,610 | Kg | 96 ₹11.1 L | 102 ₹11.8 L | 99 ₹11.5 L | 92 ₹10.7 L |
| 6.02 | Providing, laying, jointing and testing of ISI marked high pressure PVC pipe of 100mm nominal dia with pressure rating PN-4.0 working pressure for weep holes including cutting and fixing with approved adhesive complete up to or above plinth level complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge. | 425.7 | Rmt | 500 ₹2.1 L | 440 ₹1.9 L | 450 ₹1.9 L | 450 ₹1.9 L |
| 7.00 | Providing Stone soiling / boulder filling properly hand packed behind retaining walls / in front of stem wall and also under floors etc complete up to or above plinth level complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge. | 132.44 | Cum. | 1,250 ₹1.7 L | 1,950 ₹2.6 L | 999 ₹1.3 L | 1,800 ₹2.4 L |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
2 Feb 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Kullu
SH Construction of CC wall with skin reinforcement Construction of wire crate river diversion and removal of obstruction
2026_HPIPH_126562_1
11032-81 FPW Tosh
Open Tender
Civil Works
90 days
Village Tosh
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
₹2.2 L
6 Apr 2026
23 Jan 2026
3 Feb 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
Earthwork in cutting of all kinds of soil using mechanical means (Hydraulic Excavator and tippers) / manual means disposal upto all lead and lifts complete in all respect as per direction and to the entire satisfaction of Engineer-in-charge.
Earthwork in excavation by mechanical means (Hydraulic Excavator and Tippers)/manual means in foundation trenches or drains i/c dressing of sides, ramming of bottoms and bailing out water from river, retaining the required soil into trenches in 15 cm layers duly ramming & stacking the excavated soil for use in back filling and disposal of surplus excavated earth with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.
Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size ) and curing complete excluding cost of formwork in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.
Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size ) and curing complete excluding cost of formwork in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size )i/c bailing out water , pumping of water or diversion of river flow and curing complete excluding cost of formwork and reinforcement for reinforced concrete work complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
Wall ( any thickness but not less than 0.10 mtrs. Thickness) including attached pillasters buttresses, plinth and string courses etc. from top of foundation level upto floor two level.
Centring & shuttering including strutting, propping etc. & removal of form for walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge.
Providing and laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete i/c cost of binding wire complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
Providing, laying, jointing and testing of ISI marked high pressure PVC pipe of 100mm nominal dia with pressure rating PN-4.0 working pressure for weep holes including cutting and fixing with approved adhesive complete up to or above plinth level complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
Providing Stone soiling / boulder filling properly hand packed behind retaining walls / in front of stem wall and also under floors etc complete up to or above plinth level complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
Wire crates made of GI wire hand woven (Double Twisted ) filled with boulders with square cut faces against the wire (boulder filling to be measured andpaid for separately) GI wire 5mm thick corresponding to SWG-6 (15cmX15cm) mesh complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
Providing and laying stone filling in layers in apron of guide banks embankment and protection work in wirecrates made of GI wire filled with boulders with square cut faces against the wire .The size of boulders / stone used in apron shall be larger than the openings of mesh i.e more than 15 cm having proportionate weight not less than 18 kg (GI wire shall be measured and paid seperately complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 0.38 MB
FORMSIX.pdf
Tender Documents • 0.43 MB
FORMEIGHT.pdf
Tender Documents • 1.44 MB
TERMANDCONDITION.pdf
Tender Documents • 0.48 MB
BOQ_186681.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid