C/o Paley MHS (2 x 250 kW) at Sangrik Ringio of Hapuk Village Under Tali ADC Hq. of Kra Daadi District, Arunachal Pradesh (SH - Civil Works)

Amount

SH-1: Weir & Intake Structure

Excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil as directed, within a lead of 50 m.

a) Hard Shale and or Dhunda Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nos.minal size) excluding the cost of centring and shuttering in: a) Foundations and plinth.

Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in: a) M20 (1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominalsize).

Extra for laying concrete in or under water and or liquid mud includlng cost of pumping and bailing out water and removing of slush etc. complete.

Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttenng and reinforcement wrth M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting propping etc. and removal of form work for:

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

Reinforcement for RCC work including bending binding and placing in position complete. a) Tar/TMT steel

Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg eachcomplete as per drawing and Technical specification. a) Boulder laid dry without wire crates.

Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2m x 1 m x 0.3 m eachdivided into 1m compartments by cross netting,made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification: a) Granular material

Misc. item like diversion of water during construction devotting foundation and providing MS rod stopes for chamber etc. and transportation of manufacturs trash etc.

SH-2: Feeder & Power Channel

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): i) By Manual Means in area of thorny jungle.

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement: a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement: a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Column, pillars, posts and struts etc.

c) Lintels, beams, girders,bressumers and cantilevers etc.

d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

e) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

Expansion joints.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer: a) M.S. tube

Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint: a) In Flats up to 10 mm in thickness

Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.

SH-3: Desilting Tank

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): i) By Manual Means in area of thorny jungle.

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

SH-4: Forebay Tank

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): i) By Manual Means in area of thorny jungle.

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

SH-5: Spillway Channel

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): i) By Manual Means in area of thorny jungle.

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

Expansion joints.

SH-6: Power House, Machine Foundation, Switchyard & Tail Race

A. Power House Building

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): i) By Manual Means in area of thorny jungle.

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in: a) Foundations and plinth.

Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Column, pillars, posts and struts etc.

c) Lintels, beams, girders,bressumers and cantilevers etc.

d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

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

Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth.

Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.

Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint : c) In Flats up to 10 mm in thickness.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer : a) M.S. tube.

Steel work in built up tubular trusses including cutting, hoisting, fixing in position and Kg applying a priming coat of approved steel primer welded and bolted rncluding special shaped washers etc compiete (welding to be paid separateiy).

Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 6 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses : b) 0.80 mm thick GI sheet.

Providing and fixing bolts above 300 mm in length including nuts and washers complete.

Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.

Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws : a) 38mm thick best available local wood class - B I

Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws : b) Ornamental grill.

Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 36 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.

Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of the top cover and spring.

Providing and fixing 27.5 cm long wire spring grade no 2 for rolling shutters.

Providing and fixing top cover for rolling shutters.

Providing and fixing ball bearing for rolling shutters.

Providing and fixing MS round holding down bolts with nuts and washer plates etc complete.

Providing and fixing bolts up to 300 mm in length including nuts and washers complete.

Applying priming coat of a mixture of red lead raw linseed oil and turpentineoil in the ratio of 2.80 Kg : 1 Litre : 1 Litre on steel work complete.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.

Painting two or more coats on Gl sheets with ready mixed superior paint of approved brand and manufacture on new work to give an even shade.

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

White washing with lime on new work ( two or more coats) to give an even shade.

Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.

Painting one coat with oil type wood preservative of approved brand and manufacture on old work.

Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.

Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete.

Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete.

Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.

Providing and fixing MS handles with necessary screws etc complete.

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

Internal Water Supply and Sanitary Installations

B. Machine Foundation (i/c Draft Tube Channel & Cable Trench)

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

C. Switchyard

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): i) By Manual Means in area of thorny jungle.

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Filling available excavated earth (excluding rock) in trenches, plinth, sides cf foundations etc. in layers not exceeding 20cm rn depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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

Broken Stone Aggregate 20 mm size

Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 1 2 stone aggregate 20 mm nominal size) at plinth level.

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

D. Tail Race Channel

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): i) By Manual Means in area of thorny jungle.

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

SH-7: Fencing around Desilting Tank, Forebay Tank, Power House & Switchyard

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for :

b) Column, pillars, posts and struts etc.

c) Lintels, beams, girders,bressumers and cantilevers etc.

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 fine sand) in foundations and plinth.

Steel work in single section inclding cutting, hoasting, fixing in position and applying a priming coat of red lead paint : b) ln Tees, Angles and Channels

Providing and fixing G.I.chain link fencing of 10 SWG GI wire 75 x 75 mesh diagonal netting and weighing 2.10 Kg/Sqm complete as per the direction of Engineer-in-charge.

a) G.I.chain link fencing of 8/10 SWG GI wire 75 x 75 mesh diagonal netting

b) G.I.staples 10 cm long (10 SWG)

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

Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.

Painting (two or more coats) with aluminium paint of approved brand and manufacture on new work to give an even shape.

White washing with lime on new work (two or more coats) to give an even shade.

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

SH-8: Cross Drainage Works, Aqueduct, Side Drain, RRM Breast Wall & CC Step Pavement

A. Cross-Drainage Works (Culvert)

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 1 2 stone aggregate 20 mm nominal size) at plinth level.

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

B. Aqueduct

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Column, pillars, posts and struts etc.

c) Lintels, beams, girders,bressumers and cantilevers etc.

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

C. Side Drain Along Power Channel

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

D. RRM Breast Wall Along Desilting Tank

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 1 2 stone aggregate 20 mm nominal size) at plinth level.

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

E. CC Step Pavement (Forebay Tank to Main Road)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): i) By Manual Means in area of thorny jungle.

Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in: a) Foundations and plinth.

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

SH-9: 5-Men Bachelor Barrack

I. Building

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 mm to 1800 mm

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness): i) By Manual Means in area of thorny jungle.

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

c) Hard Rock requiring blasting

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in: a) Foundations and plinth.

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Column, pillars, posts and struts etc.

c) Lintels, beams, girders,bressumers and cantilevers etc.

d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

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

Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement : a) 40 mm thick

Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth.

Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.

Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint : c) In Flats up to 10 mm in thickness.

Providing and fixing bolts above 300 mm in length including nuts and washers complete.

Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.

Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws : a) 38mm thick best available local wood class - B I

Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 6 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses : b) 0.80 mm thick GI sheet

Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 6 mm dia. G.I. limpet and bitumen washers complete : b) 0.80 mm thick GI sheet

Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately).

Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws : b) Ornamental grill.

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

White washing with lime on new work ( two or more coats) to give an even shade.

Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.

Painting one coat with oil type wood preservative of approved brand and manufacture on old work.

Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.

Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete.

Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required : a) Long Pan patten WC Pan

Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC : a) 250 x 130 x 30 mm

Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete.

Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes : c) 50 mm dia

Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : a) 100 mm dia SW pipes

Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design : a) 100 mm dia SW pipes

Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work) : a) 15 mm nominal bore

Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).

a) 15 mm nominal bore

b) 20 mm nominal bore

Providing and fixing brass bib cock of approved quality : a)15 mm nominal bore

Providing and fixing brass stop cock of approved quality.

a) 15 mm nominal bore

b) 20 mm nominal bore

Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete : a) 300 x 16 mm

Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.

Providing and fixing MS handles with necessary screws etc complete.

Providing and fixing soft wood 'EVE' board 25 mm thick and 225 mm wide including painting two coats complete as directed.

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

II. Septic Tank & Soak Pith

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for :

a) Foundation, footings, bases of columns etc. and mass concrete.

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers.

Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.

a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg).

Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mm dia 1.80 m long complete as per standard design.

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

III. Providing & Fixing Chain Link Fencing Wall

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a) Ordinary Soil

b) Ordinary Rock

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth.

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for :

c) Lintels, beams, girders,bressumers and cantilevers etc.

b) Column, pillars, posts and struts etc.

Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel

Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 fine sand) in foundations and plinth.

Steel work in single section inclding cutting, hoasting, fixing in position and applying a priming coat of red lead paint : b) ln Tees, Angles and Channels

Providing and fixing G.I.chain link fencing of 10 SWG GI wire 75 x 75 mesh diagonal netting and weighing 2.10 Kg/Sqm complete as per the direction of Engineer-in-charge.

a) G.I.chain link fencing of 8/10 SWG GI wire 75 x 75 mesh diagonal netting

b) G.I.staples 10 cm long (10 SWG)

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

Applying priming coat with ready mixes primer of approved brand and manufacture on steel work.

Painting (two or more coats) with aluminium paint of approved brand and manufacture on new work to give an even shape.

White washing with lime on new work (two or more coats) to give an even shade.

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

IV. Furnitures As Per Yardstick

Wooden Cot

Cane Chair

Wooden Dining Table

V. Internal Electrification

1.5 sqmm PVC insulated multi stranded core copper conductor cable having a length of approximate 100 mtr. Per coil (finolex/plaza/KDM make)

4 sqmm PVC insulated multi stranded core copper conductor cable having a length of approximate 100 mtr. Per coil (finolex/plaza/KDM make)

10 sqmm PVC insulated multi stranded core copper conductor cable having a length of approximate 100 mtr. Per coil (finolex/plaza/KDM make)

40 watt Flourscent lamp fitting

15 Amps combined switch & socket flush type (Anchore make)

Supply and fixing of 40 mm dia. GI pipe for hanging the ceiling fan as required.

Extra for providing fan clamp for fixing in the ceiling

Supplying and fixing ceiling rose as reqd.

Supply and fixing of AC ceiling fan of 1400 mm sweep as required.(Bajaj/Crompton Greaves make)

Providing CFL Tubes, 15W, 20W, 11W etc.

Providing and fixing MCB DP 40 A enclosure complete (8 way) with 40 A DP-1 no and SP MCB 6A-4 nos.i/cconnection etc as reqd.

Providing and fixing earth leakage protective devices of the following rating as reqd.

a) CGOH, 4 x 40 A (Bcuwe) RCCB , TPN, Category-A

b) 2x25 A, 30 A(SPN), Category-A for Gysers and room heaters

Providing and fixing 3 phase 300/5 A,energy meter complete with C.T. connection etc.as reqd.

5 Amp switch flush type( Anchore make)

5 Amp socket

PVC caping and casing of size 3/4,1 i/c junction square box with screws,channel,elbow, tee internel angle coupler etc

10 Amp MCB

Sunmica switch board of assorted size such as 12x18 , 12x8 ,10x8 , 8x6 , 7x4 ,6x4 and 4x6

2.24 sqmm Al. wire for earthing

copper earth plate of size 600x600x3mm

63 Amps MCB TP&N main switch

PVC insulation tape 20 mtr. Long (steel grease)

40mm dia GI 4.50 mtr. Earthing pipe

40mm dia GI 2.50 mtr. GI service pipe.

40mm dia GI bend & socket.

Bulk Head fitting suitable for 100 watt bulb.

Philips make indoor fancy bracket.

copper earth strip of size 25 x 3mm

25 watt CFL tube with fittings

ceiling rose.

Brash battern holder.

VI. 3-Phase 5 Wire LT Line Connection (External) For 300 Mtr.

Designing, fabrication and supply of 7.5 m long of 410 SP-9 Steel tubular poles conforming to IS 2713(Part-I) 1980

Manufacturing & supply of 6/1/2.11 sqmm of ACSR conductors conforming to IS 398(Part-I) 1976 (Spirrel Conductor)

Manufacturing and Supply of LT Shackle insulators of size 115 D and height 100mm with pin of length 145mm and other accessories conforming to IS: 1445-1977 alongwith hardware fittings.

Manufacturing and Supply of LT Pin insulator with pin having stalk length of 125 mm and conforming to IS 1445-1977 alongwith hardware fittings.

Fabrication & supply of following sizes of cross arms

I) 4 Wire X-Arm 74X40X6MM with clamps

II) 2 Wire X-Arm 74X40X6MM with clamps

Manufacturing and Supply of Galvanized stay set complete with galvanised MS achor plate of size 230mm x2 30mm and thickness 5mm, anchor rod of length 1800mm dia 18mm alongwith stay wire thimble,bow, guy strain insulator nuts and bolts etc. (for LT line)

Manufacturing and Supply of LT Lightning Arrestors complete with all accessories.

Manufacturing and Supply of G.I. Continuous earth wire 8SWG

Manufactruring and Supply of G.I. Earth clamps

Manufacturing, fabrication and supply of danger plate made of mild steel sheet of atleast 1.6 mm thick and vitreous enameled white, with letters , figures and the conventional skill and cross-bones in singal red colour on the front side for 440 Volt of size 200 x 150mm

VII. Erection Work

Erection of 7.5 m long of 410 SP-9 single pole including excavtaion of pits in all kind of soil/rock complete foundation (including supply of foundation materials) , Top muffing, fixing of cross arm, pole top bracket, anticlimbing device and other accessories complete etc. as required.

Stringing of 6/1/2.11 sqmm ACSR conductor as per approved sagging including installation of insulators , hardware fittings, conductors accessories,jumpering arrangement, stringing of continuous earth wire.This shall also include erection of PG clamp and connectors, jointing sleeves, Danger plate and anticlimbing device etc. all compelete in all respect etc. as required.

Laying of Earthing with 40mm dia GI pipe 4.5 mtr long with GI wire for pole earthing i/c salt, charcoal etc.

Erection of stay sets i/c all civil works

Painting of pole with 2 coat red oxide paint and 1 coat aluminium paints.

M/s Vivek Enterprises