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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Finance | -7.01% | ₹2.3 L | L1 | Admitted-Finance |
| 2 | L2₹2.5 LAdmitted-Finance | +1.00% | ₹2.5 L | L2 | Admitted-Finance |
| 3 | L3₹2.6 LAdmitted-Finance | +2.00% | ₹2.6 L | L3 | Admitted-Finance |
Tender Value
₹2.5 L
EMD Value
₹5,000
Closing Date
7 Aug 2026, 6:00 pmClosed
XEN REW JAMMU
XEN REW JAMMU
Construction of Community Shed near Shiv Temple at Chak Mani and Constt of Lane from the H/O Bishan Choudhary to Shiv Temple Gurha Singhu Pyt. Chanu Chak Block Marh District Jammu under Scheme District Capex Budget PRI for Financial Year 2026-27 (PYT
2026_RDPR_317864_5
e-NIT No.266 REWJ of 2026-27 dated 25-07-2026
Open Tender
Civil Works
Percentage
30 days
XEN REW JAMMU
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MH 0515
₹5,000
27 Aug 2026
25 Jul 2026
8 Aug 2026
25 Jul 2026
7 Aug 2026
25 Jul 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: All kinds of soil including all leads, lift and carriage complete. | - | cum | 479.3 | - |
| 2 | Providing and laying in position of cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregates 40mm nominal size) | 0.5 | cum | 4,826.5 | ₹2,413.25 |
| 3 | 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 | 7,788.4 | - |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level | - | kg | 123.2 | - |
| 5 | Centering and shuttering including strutting~ propping etc | - | sqm | 286 | - |
| 6 | Steel work in built up tubular (round, square or rectangular hollow tubes
etc.) trusses etc., including cutting , hoisting , fixing in position and
applying a priming coat of approved steel primer, including welding and
bolted with special shaped washers etc. complete. | - | kg | 156.9 | - |
| 7 | Providing and laying 60mm thick factory made cement concrete
interlocking paver block of M-30 grade made by block making machine
with strong vibratory compaction and of approved size and design/shape
laid in required colour and pattern over and including 50mm thick
compacted bed of fine sand, filling the joints with coarse sand etc. all
complete as per direction of Engineer-in-charge | - | sqm | 816 | - |
| 8 | Providing and fixing precoated galvanized iron profile sheets (size, shape
and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+
0.05 %) total coated thickness with zinc coating 120 grams per sqm as per
IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have
protective guard film of 25 microns minimum to avoid scratches during
transportation and should be supplied in single length upto 12 metre or as
desired by Engineer-in-charge. The sheet shall be fixed using self drilling
/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto
any pitch in horizontal/ vertical or curved surfaces, excluding the cost of
purlins, rafters and trusses and including cutting to size and shape
wherever required. | - | sqm | 706 | - |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | - | cum | 218.4 | - |
| 10 | Excavating, supplying and filling of local earth (including royalty)by mechanical
transport upto a lead of 5 km also including ramming and watering of the earth in
layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | cum | 276.4 | - |
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