Construction of L shaped Sugar sales Depot, extension of time office Room, Toilet 3 no and construction of store rooms

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means aver areas (exceeding 30 cm in depth 1.5 m I, width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) In trenches, cum plinth, 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.

Filling of earth up to plinth level

Providing and laying damp-proof course with cement concreate 1:2:4 (cement :2 coarse sand (zone-111): 4 graded stone aggregate 12.5mm nominal size) 6.8.1 50 mm thick

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concreate work, using cement and all as specified in HSR 2021

M-10 grade plain cement concrete

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wore or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1.6 (1 Cement : 6 coarse sand)

Brick work with common burnt clay machine molded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand). With non-modular bricks

Providing and laying of Conglomerate floor 50mm thick cement concreate topping 1:2:4

Providing and laying of crazy ceramic tile flooring, with under layer 12mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fiber, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length up to 6mm mixing fiber @ 125 grams per 50kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement all complete as per direction of Engineer-in-charge.

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

Distempering with dry distemper of approved brand and manufacturer (two or more coats) of required shade on new work, over and including water thin able priming coat to give an even shade.

Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @3.28 liter/10 sqm) over

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay non-modular brick title of class designation 10

Making khurras

Plaster of paris 10mm

Electrical Conducting and Wiring including required boards and MCB.

Any Other item as per HSR 2021 As per requirement

#### Construction of Toilets 3 Nos. ####

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means aver areas (exceeding 30 cm in depth 1.5 m I, width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) In trenches, cum plinth, 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.

Filling of earth up to plinth level

Providing and laying damp-proof course with cement concreate 1:2:4 (cement :2 coarse sand (zone-111): 4 graded stone aggregate 12.5mm nominal size) 6.8.1 50 mm thick

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concreate work, using cement and all as specified in HSR 2021

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level

M-10 grade plain cement concrete.

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1.6 (1 Cement : 6 coarse sand) Labour Rate

Brick work with common burnt clay machine molded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand). With non-modular bricks

Providing and laying ceramic glazed tiles and all as specified in HSR 2021

Providing and laying vitrified floor tiles and all as specified in HSR 2021

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay non-modular brick title of class designation 10

Orissa Pan

English seat

CPVC/GI fittings including sanitary and hardware fixture as is where is basis. Job work

Over head tank 1000 litre

Making connection in septic tank including pipe and other accessories

Distempering /Plastic emulsion paint with dry distemper of approved brand and manufacturer ( two or more coats) of required shade on new work, over and including water thin able priming coat to give an even shade.

Electrical Conducting and Wiring including required boards and MCB.

Any Other item as per HSR 2021

Construction of Extension room of Time Office and Store Room ####

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means aver areas (exceeding 30 cm in depth 1.5 m I, width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge.

Filling available excavated earth (excluding rock) In trenches, cum plinth, 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.

Filling of earth up to plinth level

Providing and laying damp-proof course with cement concreate 1:2:4 (cement :2 coarse sand (zone-111): 4 graded stone aggregate 12.5mm nominal size) 6.8.1 50 mm thick

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concreate work, using cement and all as specified in HSR 2021

M-10 grade plain cement concrete.

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1.6 (1 Cement : 6 coarse sand)

Brick work with common burnt clay machine molded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand). With non-modular bricks

Providing and laying of Conglomerate floor 50mm thick cement concreate topping 1:2:4

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

Distempering with dry distemper of approved brand and manufacturer (two or more coats) of required shade on new work, over and including water thin able priming coat to give an even shade.

Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @3.28 liter/10 sqm) over

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay non-modular brick title of class designation 10

Making khurras

Plaster of paris 10mm

Electrical Conducting and Wiring including required boards and MCB.

Any Other item as per HSR 2021 As per requirement

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