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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹46.1 LAdmitted-Fee/PreQual/Technical/Finance | -32.58% | ₹46.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹47.1 L+₹96,495.88 (2.09%)Admitted-Fee/PreQual/Technical/Finance | -31.17% | ₹47.1 L+₹96,495.88 (2.09%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹48.8 L+₹2.7 L (5.75%)Admitted-Fee/PreQual/Technical/Finance | -28.70% | ₹48.8 L+₹2.7 L (5.75%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹64.9 L+₹18.8 L (40.7%)Admitted-Fee/PreQual/Technical/Finance | -5.11% | ₹64.9 L+₹18.8 L (40.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹67.1 L+₹20.9 L (45.4%)Admitted-Fee/PreQual/Technical/Finance | -2.00% | ₹67.1 L+₹20.9 L (45.4%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹68.4 L
EMD Value
₹1.4 L
Closing Date
6 May 2026, 4:00 pmClosed
Executive Engineer RnB Division Tangmarg
Executive Engineer RnB Division Tangmarg
Construction of Concrete Bedding and Tin Fencing around SWM at Hardi Bani Kunzer.
2026_PWDJK_308249_1
NIT No.04/RnB/Tangmarg of 2026-27
Open Tender
Civil Works
Percentage
150 days
Tangmarg
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,600
Executive Engineer RnB Division Tangmarg
₹1.4 L
Yes
13 May 2026
20 Apr 2026
7 May 2026
21 Apr 2026
6 May 2026
21 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 |
|---|---|---|---|---|---|
| 1 | Earth 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.All kinds of soil : | - | Cum | - | - |
| 2 | Earth 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, 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, within a lead of 50 metres: All kinds of soil : | - | Cum | - | - |
| 3 | Providing and laying of Stone solling, Hand packed ,levlling ,filling of voids including all leads , lifts & carriage of same upto site of work complete. | - | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 5 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (Thermo-Mechanically Treated bars of grade Fe-500D or more.) | - | Kgs | - | - |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - |
| 9 | Columns, pillars, piers, abutments, posts and struts. | - | Sqm | - | - |
| 10 | Random Rubble masonry with hard stone (Quarry) in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) | - | Cum | - | - |
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