Food Corporation Of India-FCI has published Armo Of Work Like White Wash Colour Wash Boundary Wall Repair Painting Flooring Etc At Fsd Pithoragarh Armo Of Work Like White Wash Colour Wash Boundary Wall Repair Painting Flooring Etc At Fsd Pithoragarh. Submission Date for this Tender is 15-11-2021. Wall construction Tenders in FSD Pithoragarh Uttarakhand. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Re-Lettering with black japan paint of approved brand and manufacture |
2 | Painting with synthetic enamel paint of approved brand and manufacture of required colourto give an even shade one or more coats on old work. |
3 | Repairs to rolling shutter of all sizes etc with kerosine oil, greasing and fixing springs,refixing covers etc complete. |
4 | White washing with lime to give an even shade: Old work (one or morecoats) |
5 | Colour washing such as green, blue or buff to give an even shade old work. (one or more coats). |
6 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.(one or more coats on old work) |
7 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
8 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
9 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) |
10 | 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 Square Metre on plan)including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of excavated soil as directed, within a lead up to 50m : All kinds of soil |
11 | Filling available excavated earth (excluding rock) in trenches, plinths, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m. |
12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering: All work up to plinth level -1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40mm nominal size derived from natural sources) |
13 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement : All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) |
14 | Reinforced cement concrete work in walls (any thickness) includingattached pilasters, buttresses, plinths and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level excluding cost of centering, shuttering, finishing and reinforcement -1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size(zone-III) derived from natural sources) |
15 | 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, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stoneaggregate 20 mm nominal size derived from natural sources) |
16 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete. |
17 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. |
18 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
19 | 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. |
20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
22 | 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) |
23 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
24 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth workand concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. (i)With G.I. barbed wire |
25 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand ). |
26 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand) |
27 | Colour washing such as green, blue or buff to give an even shade :New work (two or more coats) with a base coat of white washing with lime |
28 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
29 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
30 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
31 | 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
32 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like, Cement mortar 1:6 (1 cement : 6 coarse sand) |
33 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Flush/ Ruled pointing |
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