GRAM SABHA KODAI ME AMAR SHAHID AJAY KUMAR YADAV ISMRITI DYAR EVM MURTI ISTHAPANA KARYA

Excavation in foundation in excavation in soil mixed with morum/shingle /black cotton / kankar including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. S.I. No. 252

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km. from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour and T&P . etc. required for proper completion of the work S.I.NO 255

Concrete with 4 cm. gauge stone ballast, coarse sand and cement in proportion of 6 : 3: 1 in foundation and under floors including S/O all materials, labour, tools and plants etc. required for proper completion of the work S.I. No. 280

RCC M-25 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Supplying, fitting, and placing M.S bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Brick work 1:4:8 in foundation Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing and applying white cement two coat 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. DSR 13.80

Finishing wall with acrylic smooth exterior paint of required shade. Two or more coat applied @1.43 Ltr/10 sqm over and including priming coat of exterior primer applied ) as per SI NO 660+661

Providing and fixing 18 mm thick gang saw cut, mirror polished premoulded and prepolised, machine cut for kitchen platforms, vabity counters, window sills, facias and similar location of required size, approved shade, color and texure laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand),joints treated with white cement mixed with matching pigment epoxy touch ups including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels, Granite of any colour and shade, Area of slab upto 0.50 sqm 8.2.2.1 DSR 2016

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.

Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253

Brick soling with straight over burnt bricks laid on edge and including preparation of sub grade to prescribed camber and including supply of bricks, filling joints, with local earth spreading a blinding coat of one cm. (3/8") depth of local earth of P.I

Concrete with 4 cm. gauge brick ballast, fine sand 1.25 F. M. and cement in proportion of 8 : 4 : 1 in foundation and under floors including S/O all materials, labour, tools and plants etc. required for proper completion of the work S.I. No. 275

M-150 brick in 1:4 cement and fine sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. S.I. No. 305

R. C. C. work with cement approved coarse sand and 2 cm. Gauge approved stone ballast in the proportion of 1 : 2 : 4 in column footing of doors and windows, excluding s/o reinforcement and its bending but including its fixing and binding the same with 24

R. C. C. work with cement approved coarse sand and 2 cm. Gauge approved stone ballast in the proportion of 1 : 2 : 4 in column upto plinth of doors and windows, excluding s/o reinforcement and its bending but including its fixing and binding the same with

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km. from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour and T&P . etc. required for proper completi

Concrete with 4 Cm. gai Fine sand of 1.25 F. M. and cement in proportion of 12 : 6 : 1 in foundation and under floors including supply of ige brick ballast, all materials, labour and tools and plants etc. required for proper completion of the work. S.I.

2.5 cm. (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse and 2 cm. Graded approved stone ballast laid in panels finished with 3 mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified over and

R. C. C. work with cement approved coarse sand and 2 cm. Gauge approved stone ballast in the proportion of 1 : 2 : 4 in column of doors and windows, excluding s/o reinforcement and its bending but including its fixing and binding the same with 24 B. W. G.

R. C. C. work with cement approved coarse sand and 2 cm. Gauge approved stone ballast in the proportion of 1 : 2 : 4 in Slab of doors and windows, excluding s/o reinforcement and its bending but including its fixing and binding the same with 24 B. W. G. G

M-150 brick in 1:4 cement and fine sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. S.I. No. 305

12 mm. thick plaster with cement mortar consisting of 1 part cement and 4 part of sand. Minimum thickness not to be less than 10 mm. Including supply of all materials, labour and T & P etc. required for proper completion of work. S.I. No. 584

Providing and laying Polished Granite stone flooring in required design and patterns. In linear as well as curvilinear portion of the building all commplete and Polished Granite stone slab jet black, Cherry Red, Elite Brown cat Eye or equivalent. DSR 11

Providing and fixing glass strips of 3 mm. Thickness in joints of floor and skirting at the time of laying floors flush with floor level including labour, tools plants etc. complete. ((a) Of 25 mm depth) S.I. No. 631

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., DSR 10.28

Mild steel or iron in plain work such as in reinforced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wast

S/F of Stachue

Providing and applying white cement two coat 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. DSR 13.80

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats ). DSR 13.47.1

Providing and injecting chemical emulsion for Pre constructi creating a chemical barrier under and around the column pits, wall trenches, ffoasement excavation top surface of plinth, filling junction of walls and floors, along the external perimeter of' b

provision of temporary tin shed tent for labour

Supply and fixing of Sign board and etc.

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