Cane Development and Sugar Industry has published Tender For Construction Work Of Boundary Wall,Wire Fenching,Gate With Gairaje For Sahkari Ganna Vikas Samiti Limited Bhira Distt Lakhimpur Kheri. Submission Date for this Tender is 22-03-2024. Wall construction Tenders in kheri Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | BOUNDARY WALL-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil(2.8.1) |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)(4.1.8) |
| 3 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto plinth level (i) R.C.C. work in Footing(5.1.2) |
| 4 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto plinth level (ii) R.C.C. work in Beam(5.1.2) |
| 5 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto plinth level (iii) R.C.C. work in Columns(5.1.2) |
| 6 | Above plinth to floor-V lvl Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (iii) R.C.C. work in Columns(5.2.2) |
| 7 | Above plinth to floor-V lvl Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (ii) R.C.C. work in Beam(5.2.2) |
| 8 | 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.(5.22.6) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(A)Foundations, footings, bases of columns, etc. for mass concrete.(5.9.1) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(B)Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick(5.9.21) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :© Columns,Pillars, Piers, Abutments, Posts and Struts.(C) |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)(6.1.2) |
| 13 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)(4.1) |
| 14 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.(4.13) |
| 15 | Brick Work with common burnt clay ( non modular) bricks of class - 150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 ( 1 cement : 4 coarse sand)(6.4.1) |
| 16 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.(9.48.1) |
| 17 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.(5.3) |
| 18 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand)(13.4.2) |
| 19 | Steel Painting:Applying priming coat: (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(13.62.1) |
| 20 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).(13.47.1) |
| 21 | TWO M.S. GATE-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil(2.8.1) |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)(4.1.8) |
| 23 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Upto plinth level (i) R.C.C. work in Footing(5.1.2) |
| 24 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Upto plinth level(ii) R.C.C. work in Beam (5.1.2) |
| 25 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Upto plinth level(iii) R.C.C. work in Columns (5.1.2) |
| 26 | Above plinth to floor-V lvl Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (iii) R.C.C. work in Columns (5.2.2) |
| 27 | 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.(5.22.6) |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : (A)Foundations, footings, bases of columns, etc. for mass concrete.(5.9.1) |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : (B) Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick (5.9.21) |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : (C) Columns,Pillars, Piers, Abutments, Posts and Struts. (5.9.6) |
| 31 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) (4.1) |
| 32 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.(4.13) |
| 33 | Providing and fixing M.S. gate of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.(9.48.1) |
| 34 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.(5.3) |
| 35 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand)(13.4.2) |
| 36 | Steel Painting:Applying priming coat: (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(13.62.1) |
| 37 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).(13.47.1) |
| 38 | WIREFENCING-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil(2.8.1) |
| 39 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size(10.13.1) |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4(1 Cement : 2coarse sand (zone-III) : 4graded stone aggregate 40 mm nominal size)(4.1.3) |
| 41 | Steel Painting:Applying priming coat: (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(13.62.1) |
| 42 | Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre ( 16.53) |
| 43 | GARRAGE-Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).(15.3) |
| 44 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge(15.7.1) |
| 45 | Dismantling of existing plaster including disposal of refuse as directed by the engineer in charge(15.56) |
| 46 | Brick Work with common burnt clay ( non modular) bricks of class - 150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 ( 1 cement : 4 coarse sand)(6.4.1) |
| 47 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).(15.23.1) |
| 48 | Above plinth to floor-V lvl Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (i) R.C.C. work in Lintel(5.2.2) |
| 49 | Above plinth to floor-V lvl Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (iv) R.C.C. work in Slab(5.2.2) |
| 50 | 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.(5.22.6) |
| 51 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(B) Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick(5.9.21) |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(D) Edges of slabs and breaks in floors and walls Under 20 cm wide.(5.9.16.1) |
| 53 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (E)The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.(22.7.1) |
| 54 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)(13.5.2) |
| 55 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand)(13.4.2) |
| 56 | 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)(13.16.1) |
| 57 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate(11.3.1) |
| 58 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 25 mm wide and 4 mm thick(11.13.1) |
| 59 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3(1 cement : 3 coarse sand), finished with a floating coat of neat cement 18 mm thick(11.6.1) |
| 60 | Steel Painting:Applying priming coat: (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(13.62.1) |
| 61 | Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : Two coats Internal wall surface)(13.51.2) |
| 62 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).(13.47.1) |
| 63 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.(13.8) |
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