Construction of E type Qtr. for J.E. R.W. Section-II Saraskana for the year 2025-26

Civil

Earth work in excavation IN ALL KINDS OF SOILS by manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) inculding disposal of excavated earth up to 50 m and lift upto 1.5m with all lead and lift including shoring, shuttering & dewatering (if required) with cost of all Labour, Labour cess ,Hire & Running charges of the water pumps, Sundries, T & P required for the work complete as directed by the Engineer- in- charge.

Compound wall

Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. Measurement will be taken on finished compacted section only).

Compound wall

Providing and laying Plain cement concrete of proportion(1:3:6) in foundation and floors(i.e. below the base course of the flooring) using cement, 40mm. Size crusher broken H.G.Metal and screened and washed sharp river sand for mortar of approved quality and from approved quarry inclduign hoisting, lowering and laying concrete to the required level, ramming,watering and curing etc. completek to required levels, laid in layers not exceeding 15cm thick in each layer including cost, conveyance, loading, unloading,royalities and taxes of all materials, cost of all labour,T&P required for the work including shoring,shuttering anddewatering(if required)including hire and running charges of water pump required for the work etc. complete in all respect as directed by the Engineer-in-charge.

Compound wall

Providing and laying in position ready mixed M-25 grade concrete having compressive strength at 28 days test not less than 300 kg/ sq.cm for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing and excluding reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, and hoisting, lowering, laying and compacting concrete, watering and curing and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour,Labour cess and T&P required for the work improve workability without impairing strength and durability as per direction of the Engineer - in - charge.

a)Column Base

b) Column

Head room Column

c) RCC plinth Beam

Compound wall Plinth beam

d) RCC Lintel

Head room lintel

e) RCC chhaja

RCC shelves

f) RCC Roof Beam

g) RCC Stair case

g) RCC Roof Slab

Head Room Roof slab

Cutting,straightening coiled or bent up HYSD/TMT Reinfocement Bars welding or jointing if necessary ,bending, binding,tying the grills as required for R.C.C. works,providing Fan Hooks where necessary and hoising,lowering and placing the same tin proper position according to the approved eesigns and drawings in all floors including cost, conveyance, loading, unloading and taxes or HYSD/TMT Reinforcement Bars and Binding wieres of 18 to 20 gauge required for the work cost of all labour,T&P and scaffolding complete in all respect as directed by the Engineer-in-charge(Payment will be made according to the actual/proper weight of HYSD/TMT Reinforcement Bars and Binding wires consumed in the particular work only) fe 550

Head Room

Compound wall

Fly ash brick masonry using Fly ash bricks of size 25cm x 12 cm x 8 cm having crushing strength not less than 75 kg. Per Sqr. Cm. In cement mortar of mix(1:6) with cement and screened and washed sharp sand for mortar after immersing the bricks for 6 (six) hours in water before use in foundation, plinth, basement and for ornamental flower beds, plinth moulding and similar such type of works with all necessary projections, splays cutting, circular moulding, corbelling, chamfering, watering and curing etc. including cost, conveyance, loading unloading, royalties and taxes of all materials and cost of all labour, sundries, T & P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.

Compound wall foundation brick work

B) Brick Work in Superstructure

Compound wall brick work

Head room brick work

Providing 12mm. Thick cement plaster in cement mortar or mix(1:6) in all floors at all height with cement & screened and washed sharp river sand for mortar and finished smooth to the rough surface of the brick masonary walls after racking out the joints (alongwith providing grooves wherever necessary) including watering and curing,rounding of corners etc. complete with cost, conveyance, loading, unloading, royalities and taxes of all materials,cost of all labour,T&P, and scaffolding required for the work etc. as directed by the Engineer-in-charge. (Outer side)

Compound wall

Head Room

Providing 16mm. Thick cement plaster in cement mortar or mix(1:6) in all floors at all height with cement & screened and washed sharp river sand for mortar and finished smooth to the rough surface of the brick masonary walls after racking out the joints (alongwith providing grooves wherever necessary) including watering and curing,rounding of corners etc. complete with cost, conveyance, loading, unloading, royalities and taxes of all materials,cost of all labour,T&P, and scaffolding required for the work etc. as directed by the Engineer-in-charge. (Inside)

Head Room

Providing 6 mm thick cement plaster in cement mortar of mix (1:4) at all height using screened & washed sharp river sand for mortar with approved quality of cement to the ceiling of the Roof Slab, Staircase, Beams, Columns,Landings, Railings,Chajja ,Fins ,Walls ,Jally and Shelves etc. including roughening, scraping, chiseling, cleaning, closed deep chipping with slurry treatment and finished smooth to all R.C.C. Surface including cost, conveyance, loading, unloading, royalties ,stacking and all taxes , cost of all Labour,Labour cess ,Sundries, T&P, Scaffolding, Watering, Curing etc. complete in all respect as directed by the Engineer- in- charge.

Supplying, fitting and fixing steel Angle iron door and windows as per approved design and drawing including all cost of materials and labour etc complete as per direction of Engineer in charge

Head ROOM

Compound wall

Painting two coat with approved synthetic enamel paint to new wood & iron work including cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer in charge.

Head room

Compound wall

Wall painting two coats with Weather coat paint (1st quality) exterior grade of approved make & with a approved quality primer to make an even finished surface in all floors and heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge.

Compound wall

Head Room

Distempering 2 coats to walls with approved quality of distemper of approved shade on new work over a coat of Cement Primer.

Head room

Providing, Fitting & Fixing of 8 mm. to 12mm. thick matte Vitrified Tile ( of size 600m.m x 600 m.m ) of printed series confirming to IS specifications having minimum breaking strength 1400 kg/sq.cm in flooring in all floors at all heights on 20mm thick bed of cement mortar(1:4) to proper slope, line and level including cutting to required size and shape, fixing at corners and splays etc. including filling the joints with silicon sealant to match the shade of Vitrified Tile as per the design & drawing including cost, conveyance, loading, unloading, stacking,royalties and taxes of all materials, cost of all labour, T & P, sundries, watering & curing etc. required for the work complete in all respect as directed by the Engineer-in-Charge. Make Johnson/Kajaria/Rak/Ceramic or equivalent

Supplying, fitting & fixing of Chequered tiles in floors of approved make laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with slurry including cost of all materials, labour T&P etc required for the work all complete as per direction of the Engineer-in-charge

Fixing Vetrified tiles in dadoos on 12 mm thick cement mortor ( 1:3) jointed with neat cement slurry mixed with pigment to matchthe shades of tiles including rubbing and polishing complete as per direction of Engineer-in- charge.

Supplying fitting fixing big six size ZINDAL Sheet/ TATA sheet inculding cost carriage etc complete

2.5 cm thick grading concrete (1:2:2) on roof slab with 6.7mm & down grades size hard granite crusher broken chips on new work in Ground Floor