Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹83,621.27Admitted-Finance | -25.00% | ₹83,621.27 | L1 | Admitted-Finance |
| 2 | L2₹94,101.80+₹10,480.53 (12.5%)Admitted-Finance | -15.60% | ₹94,101.80+₹10,480.53 (12.5%) | L2 | Admitted-Finance |
| 3 | L3₹94,770.77+₹11,149.50 (13.3%)Admitted-Finance | -15.00% | ₹94,770.77+₹11,149.50 (13.3%) | L3 | Admitted-Finance |
| 4 | L4₹98,115.62+₹14,494.35 (17.3%)Admitted-Finance | -12.00% | ₹98,115.62+₹14,494.35 (17.3%) | L4 | Admitted-Finance |
| 5 | L5₹98,673.10+₹15,051.83 (18.0%)Admitted-Finance | -11.50% | ₹98,673.10+₹15,051.83 (18.0%) | L5 | Admitted-Finance |
Tender Value
₹1.1 L
EMD Value
₹2,240
Closing Date
10 Sept 2026, 6:00 pmClosed
OFFICE OF THE DISTRICT SOIL WATER CONSERVATION O
OFFICE OF THE DISTRICT SOIL WATER CONSERVATION OFFICER Baramulla/Bandipora
Raising of crate wire protection Bunds at Waven
2026_SWCD_323215_1
NIT03
Open Tender
Civil Works
Percentage
BANDIPORA
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
accounts officer
₹2,240
16 Sept 2026
2 Sept 2026
11 Sept 2026
2 Sept 2026
10 Sept 2026
2 Sept 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: in all kinds of soil 1m from cutting edge
1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x 14= 23.8 cum
2 | 23.8 | CUM | 436 | ₹10,376.8 |
| 2 | Hand-packing stones in wire-crates; excluding cost of crates and stones
16’-0”x4’-0”x4’-0’=256cft or 7.25cum
Deduct 15% voids = 1.08 cum
T= 6.17 cum x 14 = 86.38cum | 86.38 | Cum | 337.45 | ₹29,148.93 |
| 3 | Carriage of stones average lead of 600 m by head load
Qtty vide (3) =271.48cum | 86.38 | Cum | 728.98 | ₹62,969.29 |
| 4 | Material Available at store=14 no
Carriage of material from store to site (3-4 km)=LS . | 1 | NO | 9,000 | ₹9,000 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.69 MB
BOQ_1087138.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .