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| 1 | (A)C/o approach Road at Kuki village side. |
| 2 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 300 cm measured at a height of m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of area cleared. |
| 3 | Earth work in excavation in hill cutting including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres disposed earth to be leveled and neatly dressed a)Ordinary Rock |
| 4 | Providing laying and compacting granular base/sub-basewith natrually occuring sand gravel material free from organic ore other deleterious constituent spreading with Motor Grader and compected by rolling with power roller of 8 to 10 tonnes capacity in layers not exceeding 150mm (spread thickness) |
| 5 | P/L spreading and compacting stone aggtt.of specific sizes to water bound macadam specification i/c spreading in unform thickness hand packing,rolling with 3 wheeled steel/vibratory roller in stages to proper grade and eamber,applying and brooming requisite type of screeing/binding Materials to fill up the interstics of coars aggregate,watering and compacting to the required density. |
| 6 | (A) By manual means |
| 7 | (i) Gradi ng-1 (Aggregate size-63mm to 45mm) |
| 8 | (a) Using screening Crushable typoe such as Moorum or Gravel |
| 9 | (ii) Grading-II(Aggregate size-53mm to 22.4mm) |
| 10 | (a) Using screening Crushable type such as Moorum or Gravel |
| 11 | Surface Dressing(P/L surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) |
| 12 | Prime coat (P/A primer coa with bitumen emulsion on prepared surface of granular Base i/c clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)A) Prime coat on WMM/WBM P/A primer coa with bitumen emulsion on prepared surface of granular Base i/c clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 13 | Close Graded Premix Surface/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing laying and rolling of close-graded premix surface materials of 20mm thickness composed of 11.2mm to 0.09mm (type-a) or 13.2mm to 0.09mm (yype-b) aggregates using penetration grade bitumen to the requred line, grade and level to serve as wearing couse on a previously prepared base, i/c mixing in a suitable plan,laying and rolling with a Smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade).Type-A |
| 14 | Seal Coat (P/L seal coat sealing the voids in a bituminous surface laid to the specifled leel,grade and cross fall using Type A and B seal coats). |
| 15 | (B) C/o Cement concrete pavement road at Kabui village side. |
| 16 | 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. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 18 | (b) 1:2:4 (1 cem :2 Coarse sand:4 graded stone aggrt.20mm n/size). |
| 19 | (C ) C/o Storm water Drain. |
| 20 | 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. |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m. |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 23 | (C)1:3:6 (1cem:3 coarse sand : 6 graded stone aggrt. 40mm nominal size). |
| 24 | (b) 1:2:4 (1 cem :2 Coarse sand:4 graded stone aggrt.20mm n/size). |
| 25 | Brick work with 1st clasds common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 26 | 15 mm cement plaster 1:3(1 cement:3 coarse sand)finished with a floating coat of neat cement on the roughside of single or half brick wall |
| 27 | (D ) C/o R.C.C slab Culvert. |
| 28 | 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. |
| 29 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m. |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 31 | (C)1:3:6 (1cem:3 coarse sand : 6 graded stone aggrt. 40mm nominal size). |
| 32 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 33 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.(b) Thermo-Mechanically Treated bars. |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundations, footings, bases of columns, etc. for mass concrete |
| 35 | (b) Columns, pillars, posts and struts (square, rectangular or polygon in plan). |
| 36 | (c )Suspended floors, roofs, landings, balconies and access platform with water, proof ply 12mm thick |
| 37 | (f)Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 38 | 15 mm cement plaster 1:3(1 cement:3 coarse sand) finishedwith a floating coat of neat cement. |
| 39 | (E) FENCING) |
| 40 | EARTHWORK |
| 41 | Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m |
| 42 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m. |
| 43 | CONCRETE WORK |
| 44 | P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:5:10 (1 cem :5 Coarse sand: 10 graded stone aggrt. 40mm nominal size). |
| 45 | R.C.C. WORKS |
| 46 | 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 :(a)1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 47 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth 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 : (a)1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 48 | STEEL WORKS |
| 49 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete. (a) Mild steel and Medium Tensile steel bars. |
| 50 | (b) Thermo-Mechanically Treated bars. |
| 51 | FORM WORKS |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundations, footings, bases of columns, etc. for mass concrete |
| 53 | (d) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 54 | (c )Suspended floors, roofs, landings, balconies and access platform with water, proof ply 12mm thick |
| 55 | BRICK WORKS |
| 56 | Half brick masonary with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above level upto floor level in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 57 | 75 cm, high fencing with angle iron post 50 X 50 X 6 mm of 1.24 m long placed at every 2.44 m apart embeded in R.C.C. columns and every 1st, 5th and corner posts to be struted providing with 6 (six) horizontal linesof G.I. barbed wire ( 0.164 kg/m.) between two posts filledand fixed with G.I. staples etc. complete. |
| 58 | FINISHING |
| 59 | 12mm cement plaster of mix 1:4 (1 cement : 4 coarse sand). |
| 60 | 15mm cement plaster on rough side of single or half brick wall of mix1:4 (1 cement : 4 coarse sand).. |
| 61 | Wall painting with plastic emulsion paint of approvedbrand and manufacture to give an even shade a) two or more coats on new work. |
| 62 | (F) GATE |
| 63 | EARTHWORK |
| 64 | 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. |
| 65 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 66 | CONCRETE WORK |
| 67 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 68 | R.C.C. WORKS |
| 69 | 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 :(a)1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 70 | RCC work in columns, pillars, abutment, posts and struts upto floor two level i/c finishing and plastering the exposed surface with c.m. 1:3 (1 cement : 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size). |
| 71 | STEEL WORKS |
| 72 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete. (a) Mild steel and Medium Tensile steel bars. |
| 73 | (b) Thermo-Mechanically Treated bars. |
| 74 | FORM WORKS |
| 75 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Foundations, footings, bases of columns, etc. for mass concrete |
| 76 | (d) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 77 | BRICK WORKS |
| 78 | Brick work with 1st clasds common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 79 | STEEL WORK |
| 80 | Providing and fixing steel gate partly grills and partly M.S. sheet 3.16 mm thick with M.S. angle frame of 65 X 65 X 6 mm including handles, hold fasts, locking arrangment and applying a priming coat of red lead paint ( as per standard design), |
| 81 | FINISHING |
| 82 | Pointing on Brick work or brick flooring with cement mortar 1:3 (1 cement :3 Fine sand) Flush/ Ruled/Struck or weathered pointing. |
| 83 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. |
| 84 | (G) Repairing Works |
| 85 | Distempering with oil bound washable distemperof approved brand and manufacture to give an even shade.Old work (one or more coats) |
| 86 | Applying one coat of cement primer of approved quality on wall surface. |
| 87 | Finishing walls with Acrylic Smooth exterior paint of required shade:- Old work (two or more coat applied @ 1.67 ltr/10sqm on existing cement paint surface. |
