Construction of Children Park in Memorial of Lt. Karendranath Basumatary, Jankhrithai Thandwi Maheswar Basumatary and Swrbang Subung Bihuram Boro at Rowta, Udalguri. TN_09

Amount

Sub-Head: Earthwork Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Sub-Head: Soiling 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

Sub-Head: Reinforcement Steel reinforcement for RCC work including strainghtening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

Sub-Head: Concrete Work Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75mm thick bed of dry ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 4.1.2 1:1 1/2: 3 (1 cement: 1 1/2 coarse sand (zone-III) derived from natural sources:3 graded stone aggregate 20mm nominal size derived from natural sources) cum

Sub-Head: Reinforced Cement Concrete 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: 5.1.2 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 soruces).

Shuttering Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Columns, Pillars, Piers, Abutments, Posts and Struts.

Sub-Head Tiles and Granite Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colurs, shades except burgundy, bottle green, black of any size as approved by Engineer -in-charge in skirting, risers of steps and dados, over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laind and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge. 11.56.1 Polished Granite stone slab colour of black, Cherry/Ruby or equivalent sqm 3908.80

Sub-Head: Railing Statue (4x12 ft)

Boundary Wall (Smart Fencing) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil

Dry brick on edge flooring in required pattern with brick of class designation 7.5 on a bed of 12mm mud mortar, including filling joints with Jamuna sand, with

Providing and laying in position cement concrete of specified grade all works upto plinth. A) In prop. 1:3:6

Steel reinforcement for R.C.C work including straightening, leaning cutting, and bending, to proper shape placing in position and binding upto plinth level. 5.22.6 TMT bar Fe500D or more. 5.22.1 Mild steel and Medium Tensile steel bars

Centering and shuttering including strutting, propping etc. and removal of the same…5.9.1. 5.9.1 Foundations, footings, bases of columns, pile cap, raft and mass concrete works etc.

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.6 Columns, Pillars, Posts & Strut

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 : 1:2:4 (1 cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size).

Reinforcement 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: 5.2.2 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).

Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement: 4 coarse sand).

12mm cement plaster of mix: 13.1.1 1:4 (1 cement : 4 fine sand).

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1 Water thinnable cement primer

Finishing walls with water proofing cement paint of required shade: 13.44.1 New work (Two or more coats applied @ 3.84 kg/10sqm)

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

Structural steel work riveted, bolted or welded 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.

Entrance Gate Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 11.1.1 1:4 (1 cement: 4 coarse sand) sqm

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level : 4.1.8 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

Steel reinforcement for R.C.C work including straightening, leaning cutting, and bending, to proper shape placing in position and binding upto plinth level. 5.22.6 TMT bar Fe500D or more. 5.22.1 Mild steel and Medium Tensile steel bars (i) TMT Corrosion resistant steel (CRS) reinforcement bar

Centering and shuttering including strutting, propping etc. and removal of the same…5.9.1. 5.9.1 Foundations, footings, bases of columns, pile cap, raft and mass concrete works etc.

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Columns, Pillars, Posts and Strut.

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 : 5.1.3 1:2:4 (1 cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size).

Reinforcement 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: 5.2.2 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).

15mm cement plaster 1:2 (1 cement: 2 stone dust) on the rough side of single or half brick wall.

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge, in skirting, risers of steps and dados, over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works.

13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer.

10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.2 Hot finished seamless type tubes SHS50x50x4

Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.

Lettering with black Japan paint of approved brand and manufacture per letter per cm height.

ICBP Pavement Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.2 With material conforming to Grade-II (size range 53mm to 0.075mm) having CBR GSB

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. WBM

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. CC Block Pavement

Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases of columns Side Beam

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: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources). Side Beam

Side Development Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 Km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete.

Horticulture Work Providing and stacking of Azadirachta indica (Neem) of height 120-130 cm in big polybag of size 25cm as per direction of the officer-in-charge.

Providing and stacking of Lagerstroemia thorelli of height 150-165 cm.in big poly bag of size 25cm as per direction of the officer-in-charge.

Providing and displaying of Areca Palm having ht. 1.80m to 2.10m with 8 to 10 suckers, wall developed, fresh and healthy with lush green foliage in 30cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

Providing and stacking of Chandni dwarf of height 15-20 cm., well branched in earthen pots of size 20 cm as per direction of the officer-in-charge. As per direction of the officer-in-charge.

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and ligth waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separatetly). 2.14.4 Holes 45cm dia, and 45 cm deep.

Rimu Boro (BID ID -259251)