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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-Finance | ₹3.7 L | L1 | Accepted-Finance L1 |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
10 Apr 2026, 6:00 pmClosed
Executive Enigneer
pwd division udhampur
Duladh Pandit Mohallah (Under UT Capex Permanent Restoration) (3rd call)
2026_PWDJK_307310_1
Fresh ENIT 02 of 2026-27 dated 03.04.2026
Open Tender
Civil Works
30 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Udhampur
₹10,000
30 May 2026
4 Apr 2026
11 Apr 2026
4 Apr 2026
10 Apr 2026
4 Apr 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 |
|---|---|---|---|---|---|
| 1Slip clearance in soils; mixed with moorum/ Kankar/ shingle/ boulders; disposal lead upto 50 m and lift upto 1.5 m | |||||
| 2Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | |||||
| 2.1 | All kind of soil @70% | - | Cum | - | - |
| 2.2 | Ordinary rock @30% | - | Cum | - | - |
| 3Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, esspits 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, within a lead of 50 metres | |||||
| 3.1 | All kind of soil @70% | - | Cum | - | - |
| 3.2 | Ordinary rock @30% | - | Cum | - | - |
| 4Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 G.I. wire crates having wire diameter 4 mm with mesh spacing 100 mm x 100 mm mechanically woven diagonally | |||||
| 5Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe (laying by manual/mechanical means) | |||||
| 6Carriage of material by mechanical transportation. | |||||
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_997077.xls
BOQ • 0.26 MB
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