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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance S O GHULAM MOHD R O BOGDANG | Admitted-Finance |
| 3 | Admitted-Finance LADAKH AUTONOMOUS HILL DEVELOPMENT COUNCIL LEH OFFICE OF THE EXECUTIVE ENGINEER RURAL ENGINEERING WING LEH | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Not Admitted-Finance | Not Admitted-Finance Others-Quoted amount is below 30 percent |
Tender Value
₹55.5 L
EMD Value
₹1.1 L
Closing Date
9 Jun 2022, 2:00 pmClosed
executive engineer PWD RnB nobra
executive engineer PWD RnB nobra
Construction of internal road to Terchay village from Lhungs to river side) RD 0 to 865 Mtr.under capx
2022_PWD_6567_5
PWD RnB/N/87- 2022-23
Open Tender
Civil Works - Others
Item Rate
60 days
Nubra
please read NIT
7 documents required · 7 mandatory
₹2,000
Payable To executive engineer PWD RnB nobra
₹1.1 L
Yes
24 Jun 2022
28 May 2022
10 Jun 2022
28 May 2022
9 Jun 2022
28 May 2022
Amount
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.
Dry stone pitching (any thickness) ixcluding cost of stones. On Horizontal incl carriage
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size incl carriage
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) incl carriage
Random Rubble masonry with hard stone 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) incl carriage
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. incl carriage
Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns etc. for mass concrete. incl carriage
Columns, pillars, piers, abutments, posts and struts.
Dry random rubble masonry with hard stone in foundation and plinth:without bond stone incl carriage
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. incl carriage
Supply and fixing GI chainlink fencing of mesh size 3"x3" including carriage.
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete incl carriage
Providing and laying M.S pipe for crossing including trench cutting laying, refilling and making surface good including carriage and cost of pipe complete job 250 mm dia.
300 mm dia
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth.
Beyond 60 cm girth upto and including 120 cm girth.
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
Removal of hypopia fencing from road alignemt
M/S MOHAMMAD MOSSA
M/S MOHAMMAD IBRAHIM
M/S IBRAHIM ALI
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