Construction of Pier _ Bank Protection work at Downstream of Head work _Renovation of Aflux Bund

Amount

Construction of pier

Dismantaling of exsisting C.C. & R.C.C. work by using drill machine and chisel, hammer etc. removal the dismantling materials to a safe place and stacking the serviceable materials at a suitable place as directed materials to a safe place and stacking the serviceable materials at a suitable place as directed.(For Head works & appurtenanat works)

Supplying, fitting, fixing and laying reinforcement(TATA)in position in RCC work including cutting, bending, cranking with two plies 0.91 mm (20BWG) black annealed wire, hooking, tying, complete as directed.

RCC work in prop.1:1.5:3 in slab, abutment cap and above abutment piers cap, pedestral, dirt nwalls etc. in prop.1:1.5:3 with hard broken stone of size 6mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc with necessary shuttering scaffolding where necessary complete as directed. (shuttering scaffolding cost will be paid separately)

12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3

Centering and shuttering including proping etc. where necessary and removal of forms after completion of CC and RCC works as directed complete ( Measurement to be taken on the face area timbered ). (Abutments/ return wall/piers/pedestrals) With 38 mm thick wood plank

bank Protection work at Downstream of Head work

Earth Work in filling Marginal Bund /Guide Bund / Afflux Bund/ canal embankment etc to design section and grade by obtaiang earth from outside borrow pit and filling in uniform layer not exceeding 15 cm thick including clearing light jungles removing trees upto 15 cm in dia and uprooting stumps from the seat of embankment and borrow pit area, breaking clodds not more that 10 cm cube, ramming watering dressing and rougheneing the seat of embankment , proffiling etc, paying compensation of earth borrowed from private land of forest land, if any lead 30 m and lift upto 1.5 m complete as directed

Earth work in excavation of structures by means of hydraulic excavator in all soils including mud, silt sand clay, from river bed etc including clearing the site and dressing etc, and removing the earth by loading to dumpers to furthur carraige to a safe distance complete as directed .( 0.30 Cum Bucket)

CC work with hard broken stones 1:3:6 in foundation / abutments/piers / wing walls etcwith hard broken stone aggregate 13 to 38 mm including curing with necesarry timber shuttering scaffolding etc with necessary complete as directed( shuttering scaffolding will be paid etc)

Construction of 1.00 M square boulder sausage including supplying materials with 25 cm to 30cm sizeboulder collecting from a lead of 25 Km encaged in 15cm mesh 8 G. hexagonal wire netting and filling the voids between boulders with gravel not exceeding 18cm in size tied with 8G galvanized lying wire at 30cm apart laid in position as directed including necessary local carriage of materials, paying necessary forest royalties including providing 1 no of jati bamboo horizontal runner along the top of the sausage with vertical bholuka bamboo post at 1.20 m apart driven atleast 0.60 m below ground and tying with sausage etc. all complete as directed.

Centering and shuttering including proping etc. where necessary and removal of forms after completion of CC and RCC works as directed complete ( Measurement to be taken on the face area timbered ).

Plain C.C work in 40% plum hard blasted boulder of 15 cm to 23 cm size filled interstices with 60% cement concrete in proportion 1:3:6 with 13 to 38 mm size stone aggregate including, curing , dewatering shuttering etc complete as directed ( Shuttering cost will be paid separately)

Renovation of Aflux Bund

Earth Work in filling Marginal Bund /Guide Bund / Afflux Bund/ canal embankment etc to design section and grade by obtaiang earth from outside borrow pit and filling in uniform layer not exceeding 15 cm thick including clearing light jungles removing trees upto 15 cm in dia and uprooting stumps from the seat of embankment and borrow pit area, breaking clodds not more that 10 cm cube, ramming watering dressing and rougheneing the seat of embankment , proffiling etc, paying compensation of earth borrowed from private land of forest land, if any lead 30 m and lift upto 1.5 m complete as directed

Collection of blasted boulderof size 25 cm to 30 cm hard river boulder including stacking in at quarry site and paying of necessary forest royalty etc.complete as directed.

Collection of hard broken stone of size 13mm to 38 mm from river boulder free from dust and dirt and foreign materials including stacking at quarry site and paying necessary Forest royalties complete as directed

Carriage of boulder , gravels, metal screening, stacking in measurable stack at site as directed completed (A)For normal road upto 25 Km

Carriage of boulder , gravels, metal screening, stacking in measurable stack at site as directed completed B)For 1 Km of quarry road

Labour charge for pitching with one man size boulder including dressing and ramming the seat in proper size and slope pitching etc. with local carriage of boulders from a distance of 60m with lift up to 3m complete as directed .

Labour charge for spreading of hard river gravel or broken stone of size 13mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30m and lift upto 1.5 m complete as directed.

Earth work in excavation in foundation of canal structures in all type of soil as per design and drawing, dressing the foundation,shoring etc., removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10mm cube with compensation, complete as directed at site ( including bailing out stagnant rain water where necessary ). All types of soils except soil mixed with gravel & boulders (i) for normal lead of 30m and lift of 1.5 m

Construction of 1.00 M square boulder sausage including supplying materials with 25 cm to 30cm sizeboulder collecting from a lead of 25 Km encaged in 15cm mesh 8 G. hexagonal wire netting and filling the voids between boulders with gravel not exceeding 18cm in size tied with 8G galvanized lying wire at 30cm apart laid in position as directed including necessary local carriage of materials, paying necessary forest royalties including providing 1 no of jati bamboo horizontal runner along the top of the sausage with vertical bholuka bamboo post at 1.20 m apart driven atleast 0.60 m below ground and tying with sausage etc. all complete as directed.

Construction of Grade IV Quarter

Earthwork in excavation and removal of swelled up earth mixed with silt and slurry due to sand, bailing out water in foundation trenches upto required level including shuttering, shoring, dewatering by means of pump set etc. removing the spoils to a safer distance etc, complete as directed. (i) Without dewatering

Soling in foundation and under floor including filling interstices , ramming etc, complete as directed and as specified thickness (i) 9 cm brick on flat including sand packing

In proportion 1:3:6 (M10) (A) With hard broken stone aggregate 13 mm to 38 mm (i) CC work in proportion 1:3:6 in foundation/abutment/wing walls etc. With hard broken stone aggregate of size 13mm to 38mm including curing with necessary timebr shuttering scaffolding etc. where necessary complete as directed (shuttering scaffolding cost will be paid separately)In prop 1cement : 3 sand : 6 coarse aggregate by volume

In proportion 1:2:4 (M15) (A) With hard broken stone aggregate 6 mm to 20mm (i) CC work in proportion 1:2:4 in foundation/abutment/wing walls etc. With hard broken stone aggregate of size 13mm to 38mm including curing , bailing out water with necessary timebr shuttering scaffolding etc. where necessary complete as directed (shuttering scaffolding cost will be paid separately)(a)M15 or prop. 1:2:4

Earth work in Back filling of structures obtained from outside borrowpits filling in 15 cm layers,ramminig ,dressing,watering including paying compensation of land, if any (with lead upto 30 M amd lift 1.50 M)

Centering and shuttering including propping, nailing bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.)

Brick work in cement mortar with 1st class brick as directed in foundation, retaining walls, plinth & steps including racking out joints curings(b) In proportion 1:4

125 mm thick 1st class brick nogged wall in cement mortar proportion 1:4 including racking out joints curing etc. Complete as directed(b) In proportion 1:4

65mm thick cement concrete floor consisting of 50mm under layer of cement concrete in prop. 1:3:6 (1 cement: 3 coarse sand: 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1 cement: 1 coarse sand: 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish ( using cement slurry for bond @ 2.75 kg per square metre of floor area) including curing etc. complete as directed.

Providing wood work in frame (chowkaths) of doors, windows, clerestory windows and other similar works wrought, framed and fixed in positioning contact with C.C or brick masonry walls including supplying, fitting and fixing with M.S. flat hold fast (40mm × 3mm × 250 mm) as per design and embedded in cement concrete block in prop 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified.(b) WithSal wood

Providing fitting fixing concrete ventilation of required size as available in local market

Providing, fitting and fixing 1st class local wood (Bonsum / hollock) battened, framed and braced door and window shutters including oxidised iron hinges (100mm x 58mm x 1.90mm) 6 Nos. with necessary screws.

Supplying, fitting, fixing and painting where necessary (one coat primer and two coats of paint) M/F Suspended Ceiling which includes G.I. perimeter channels of size 0.55mm thick (having one flange of 20mm and another flange of 30mm and a web of 27mm) along with perimeter of ceiling, screw fixed to brick wall/ partition with the help of nylon sleeves and screws, at 610mm c/c. Then suspending G.I. intermediate channels of size 45mm (0.9mm thick with two equal flanges of 15mm each) from the soffit at 1220mm c/c with ceiling angle of width 25mmx10mmx0.55mm thick fixed to soffit with G.I.cleat and steel expansion fasteners. Ceiling section of 0.55mm thickness having knurled web of 51.5mm and two equal flanges of 26mm each with lips of 10.5mm are then fixed to the intermediate channel with the help of connecting clip and in direction perpendicular to the intermediate channel at 457mm c/c, 9.5mm/ 12.5mm tapered edge Gypboard (conforming to IS:2095-1982) is then screw fixed to ceiling section with 25mm long drywall screws at 230mm c/c. Screw fixing is done mechanically either with screw driver or drilling machine with suitable attachment. Finally, the boards are to be jointed and finished so as to have a flush look which includes filling and finishing the tapered and square edges of the boards with jointing compound, joint paper tape and two coats of drywall topcoat suitable for Gypboard complete at all levels as specified and directed. (For light fittings, providing opening for doors, window, ventilators etc, cut out made with frame of perimeter channel supported suitably to be measured and paid separately where necessary). (A) 9.5 mm thick

12mm thick cement plaster in single coat on rough side of single or half brick wall for interior plastering including arises, internal rounded angles not exceeding 80mm in girth and finish even and smooth including curing complete as directed. (b) In cement mortar 1:3

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C work/ R.B. waling including straightening, cleaning, cutting and bending proper shapes and length as per details, supling and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.

Providing undressed wood work in roof truss, rafter, purlin, tie and the like including hoisting and fixing in position with necessary spikes, nails including M.S straps with bolt and nuts etc.complete with kiricide oiling two coats to all timber members and two coats of anticorrosive paint to M.S straps (M.S flats, angle cleats, and bolt and nuts required for flat and angle cleats wherever used shall be measured and paid separately

Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (a) 0.55 mm thick

Providing galvd. iron ridging of TATA Shaktee/SAIL including supplying and fixing necessary galvd. screws/washers etc. complete as directed.(D) 0.55 mm thick(ii) 230mm lapping

Colour Washing/CEMENT WASHING/DISTEMPERING a) Colour washing with lime on wall surface (two coats) over and including a priming coat of white washing to give an even shade after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter.

Applying priming coat over new wood and wood based surfaces over 100 mm in girth/width after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting .(b) With ready mixed paint ,wood primer (white).

Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint / Berger paint / ICI paint / J&N paint / Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matters sand papering and stopping . (i) Surfaces over 100mm in width or girth (i) General purpose (Asian paints / ICI paints / J & N paints / Nerolac)

Supplying,fitting ,fixing anodized aluminium fittings of approved make , reasonably smooth, free from sharp edges and corners , flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc complete (anodized to bright natural matt and satin finished )(a) Sliding door bolt (i) 250mm x 16 mm

(b) Tower bolt(i) 200mm x 12 mm

(ii) 100mm x 10 mm

(c) Door handles(i) 100mm

Providing fitting and fixing vitreous water closet squatting pan (Europen type WC pan 400 mm high) with seat and lead, CP Brass hinges and rubber buffers CI/MS brackers, 40 mm dia flush band with fittings including painting of all fittings and brackets required. (Flushing Cistern to be paid separately) (iii) Universal closet P Trap, (CAT no. C0272 incl. Seat cover)

Supplying fiting and fixing 87.5 degree PVC bend with door of (Supreme/ Prince) or other ISI approved including joining, fitting and fixing etc.as necessary complete at all levels including below G.L. as directed and specified.

Supplying fiting and fixing 87.5 degree PVC bend with door of (Supreme/ Prince) or other ISI approved including joining, fitting and fixing etc.as necessary complete at all levels including below G.L. as directed and specified.

Supplying fiting and fixing 87.5 degree PVC bend with door of (Supreme/ Prince) or other ISI approved including joining, fitting and fixing etc.as necessary complete at all levels including below G.L. as directed and specified.75mm dia

Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all 75mm dia

Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all 90mm dia

Construction of Head Regulator of Left &Right Bank

Cutting jungles and tress upto 50 cm girth including uprooting roots and stumps and removing them from sides of work etc complete as directed B) Medium Jungle

Preparing / making level the ground surface for layout of Headwork / structures for fixing the required axis line by cutting the high land and filling and levelling the low land where necessary etc., complete as directed.

Earth work in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sandy clay from the river bed, etc., including clearing the site, dressing, etc., and removing the earth by loading to dumpers for further carriage to a safe distance , complete as directed. A)0.30 Cum Bucket

Carriage of excavated earth by dumpers with a lead upto 4 Km, unloading to a safe place as directed including spreading, dressing, etc., complete as directed.

Earth work in Back filling of structures obtained from outside borrowpits filling in 15 cm layers,ramminig ,dressing,watering including paying compensation of land, if any (with lead upto 30 M amd lift 1.50 M)

Centering and shuttering including proping etc. where necessary and removal of forms after completion of CC and RCC works as directed complete ( Measurement to be taken on the face area timbered

C.C. work in proportion 1 : 4 : 8 in foundation, abutment, piers, wing wall etc. with hard broken stone agg. of size 13mm to 38 mm including curing with necessary timber shuttering, scaffolding etc., where necessary, complete as directed. (shuttering, scaffolding cost will be paid separately).

Cement concrete work in prop.1:3:6 in foundation /abutment / piers/ wing walls etc. with hard broken stone aggregate of size 13mm to 38mm including curing, dewatering with necessary timber shuttering scaffolding where necessary complete as directed. (shuttering scaffolding cost will be paid separately)

Cement concrete work in prop.1:1.5:3 in foundation /abutment / piers/ wing walls etc. with hard broken stone of size 6mm to 20 mm including curing, dewatering with necessary timber shuttering scaffolding where necessary complete as directed. (shuttering scaffolding cost will be paid separately)

Supplying, fitting, fixing and laying in position ISI marked approved reinforcement in position in RCC work including cutting, bending, cranking with two plies 0.91 mm (20BWG) black annealed wire, hooking, tying, complete as directed.

R.C.C. work in Slab , abutment, cap, and above abutment ,pier cap,pedestal,dirt wall etc in prop l :2:4 with broken stone size 6mm to 20 mm reinforces with proper reinforcement as per design and drawing including curing, dewatering with necessary timber shuttering where necessary as directed complete as directed.(shuttering scaffolding cost will be paid separately)

Cost of dewatering in excavation earthwork with the help of different types of water pumps sets of different H.P including providing all lead and lift at site where necessary and local movement of pumpset, hire charge, labour charge, fuel , lubricants etc., complete as directed.

Providing Weep Holes with 50mm dia GI pipes (TATA Make) of required length and depth and fitted with vertical non return valve (50 mm ) inside of brass made including cost of making filter of size 0.60x0.60x0.60 m filled with graded filter media at back side and covering tyhe back side with MS wire netting in the abutment, face wall of head work including shuttering for providing space at the time of xcasting cement concrete including supplying fitting bend , nipple etc complete as directed.

Construction of Regulator at 500m of U/S of River

Cutting jungles and tress upto 50 cm girth including uprooting roots and stumps and removing them from sides of work etc complete as directed. B) Medium Jungle

Preparing / making level the ground surface for layout of Headwork / structures for fixing the required axis line by cutting the high land and filling and levelling the low land where necessary etc., complete as directed.

Earth work in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sandy clay from the river bed, etc., including clearing the site, dressing, etc., and removing the earth by loading to dumpers for further carriage to a safe distance , complete as directed. A)0.30 Cum Bucket

Carriage of excavated earth by dumpers with a lead upto 4 Km, unloading to a safe place as directed including spreading, dressing, etc., complete as directed.

Earth work in Back filling of structures obtained from outside borrowpits filling in 15 cm layers,ramminig ,dressing,watering including paying compensation of land, if any (with lead upto 30 M amd lift 1.50 M)

Centering and shuttering including proping etc. where necessary and removal of forms after completion of CC and RCC works as directed complete ( Measurement to be taken on the face area timbered

C.C. work in proportion 1 : 4 : 8 in foundation, abutment, piers, wing wall etc. with hard broken stone agg. of size 13mm to 38 mm including curing with necessary timber shuttering, scaffolding etc., where necessary, complete as directed. (shuttering, scaffolding cost will be paid separately).

Cement concrete work in prop.1:3:6 in foundation /abutment / piers/ wing walls etc. with hard broken stone aggregate of size 13mm to 38mm including curing, dewatering with necessary timber shuttering scaffolding where necessary complete as directed. (shuttering scaffolding cost will be paid separately)

Cement concrete work in prop.1:1.5:3 in foundation /abutment / piers/ wing walls etc. with hard broken stone of size 6mm to 20 mm including curing, dewatering with necessary timber shuttering scaffolding where necessary complete as directed. (shuttering scaffolding cost will be paid separately)

Supplying, fitting, fixing and laying in position ISI marked approved reinforcement in position in RCC work including cutting, bending, cranking with two plies 0.91 mm (20BWG) black annealed wire, hooking, tying, complete as directed.

R.C.C. work in Slab , abutment, cap, and above abutment ,pier cap,pedestal,dirt wall etc in prop l :2:4 with broken stone size 6mm to 20 mm reinforces with proper reinforcement as per design and drawing including curing, dewatering with necessary timber shuttering where necessary as directed complete as directed.(shuttering scaffolding cost will be paid separately)

Cost of dewatering in excavation earthwork with the help of different types of water pumps sets of different H.P including providing all lead and lift at site where necessary and local movement of pumpset, hire charge, labour charge, fuel , lubricants etc., complete as directed.

Providing Weep Holes with 50mm dia GI pipes (TATA Make) of required length and depth and fitted with vertical non return valve (50 mm ) inside of brass made including cost of making filter of size 0.60x0.60x0.60 m filled with graded filter media at back side and covering tyhe back side with MS wire netting in the abutment, face wall of head work including shuttering for providing space at the time of xcasting cement concrete including supplying fitting bend , nipple etc complete as directed.

Earth work in excavation in foundation of canal structures in all type of soil as per design and drawing, dressing the foundation,shoring etc., removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10mm cube with compensation, complete as directed at site ( including bailing out stagnant rain water where necessary ). All types of soils except soil mixed with gravel & boulders (i) for normal lead of 30m and lift of 1.5 m

Construction of 1.00 M square boulder sausage including supplying materials with 25 cm to 30cm sizeboulder collecting from a lead of 25 Km encaged in 15cm mesh 8 G. hexagonal wire netting and filling the voids between boulders with gravel not exceeding 18cm in size tied with 8G galvanized lying wire at 30cm apart laid in position as directed including necessary local carriage of materials, paying necessary forest royalties including providing 1 no of jati bamboo horizontal runner along the top of the sausage with vertical bholuka bamboo post at 1.20 m apart driven atleast 0.60 m below ground and tying with sausage etc. all complete as directed

Collection of blasted boulderof size 25 cm to 30 cm hard river boulder including stacking in at quarry site and paying of necessary forest royalty etc.complete as directed.

Collection of hard broken stone of size 13mm to 38 mm from river boulder free from dust and dirt and foreign materials including stacking at quarry site and paying necessary Forest royalties complete as directed.

Carriage of boulder , gravels, metal screening, stacking in measurable stack at site as directed completed . (A)For normal road upto 25 Km

Carriage of boulder , gravels, metal screening, stacking in measurable stack at site as directed completed . (B)For 1 Km of quarry road

Labour charge for pitching with one man size boulder including dressing and ramming the seat in proper size and slope pitching etc. with local carriage of boulders from a distance of 60m with lift up to 3m complete as directed .

Labour charge for spreading of hard river gravel or broken stone of size 13mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30m and lift upto 1.5 m complete as directed.

Earth Work in removing the coffer dam including depositing earth near the canal emabankment and slopes where necessary including remove th epitched boulder and stacking at safe distance in measurable stacks including ramming dressing of earth etc complete as directed

Construction of Closing Bund

Earth Work in filling Marginal Bund /Guide Bund / Afflux Bund/ canal embankment etc to design section and grade by obtaiang earth from outside borrow pit and filling in uniform layer not exceeding 15 cm thick including clearing light jungles removing trees upto 15 cm in dia and uprooting stumps from the seat of embankment and borrow pit area, breaking clodds not more that 10 cm cube, ramming watering dressing and rougheneing the seat of embankment , proffiling etc, paying compensation of earth borrowed from private land of forest land, if any lead 30 m and lift upto 1.5 m complete as directed

Earth Work in removing the coffer dam including depositing earth near the canal emabankment and slopes where necessary including remove th epitched boulder and stacking at safe distance in measurable stacks including ramming dressing of earth etc complete as directed

Construction of whole bamboo single pallasiding with matured bhuluka bamboo post 7.5 cm to 10 cm dia, 5 cm apart, 1.50 m to 1.80 m above ground and 1.00 m to 1.20 m below grounjd with jati bamboo struts placed in 1.20 m to 1.50 m apart tied with 16G to 18 G complete with three rows of horizontal half jati bamboo kamies complete as directed

Supplying and laying cement bags flled with sand /earth (as locally available) including stiching the mouth, laying fixing in position as directed complete with supply of bags sutliesetc all complete

M/S S.S ENTERPRISE