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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance 11 ANUPAM VIHAR ENGINEERS ENCLAVE GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹9.8 L
EMD Value
₹19,600
Closing Date
11 Feb 2022, 6:00 pmClosed
Executive Engineer, REW, Doda.
Office of the Executive Engineer, REW, Doda.
Construction of Community Hall at Gurekhra W-1/ 2 Retender Pyt Gurekhra Block Changa
2022_RDPR_159282_1
E-NIT No 30/B2V of REW Doda 2021-22 DT 02.02.2022
Open Tender
Civil Works
Item Rate
30 days
DODA
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer, REW, Doda.
₹19,600
12 Feb 2022
4 Feb 2022
12 Feb 2022
4 Feb 2022
11 Feb 2022
4 Feb 2022
Amount
Earth work in bulk excavation by manual means 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 :100%
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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
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) including carriage of material all complete job
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
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: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) including carriage of material all complete job
Extra for stone work, random rubble masonry/coarse rubble masonry/ashlar masonry above floor V level for every four floors or part thereof.
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Fixing with adjustable lugs with split end tail to each jamb
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) including carriage of material all complete job
Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.
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 including carriage of material all complete job
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.Welded
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.
Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)
15mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand) including carriage of material all complete job
Providing and fixing plained eaves boarding. 2nd class kail wood 250x32 mm (nominal size )
CIB (citizen information Board ) size 4'00"x5'00"x0'9" (above plinth level) with tepered top having 20 degree slope in Brick Masonary(1:4) including plaster , paint, lettering and logos as per instruction of Engineer -in-charge including carriage of material. ( complete job)
Ashok Kumar
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