Renovation Work of Dulki Reservoir Scheme and Lining work of Main Canal under Water Ways Division, Hazaribag

Amount

Clearing and grubbing Road Land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth up to 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. By manual means. In area of light jungle. Com. 2.03 (i) A P-195

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters. (ii) Dismantling Brick/tile work. I. By Manual means. B. cement mortar Comm. 2.04 (ii) B P-196

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters. (iii) Dismantling stone masonry. I. By Manual means. B. Rubble stone masonry in cement mortar. Comm. 2.04 (iii) I B P-196

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters. Lime/Cement concrete. By Mechanical means. cement concrete grade M-15&M-20. Comm. 2.04 (i) II A P-196

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters. (i) Lime / Cement concrete. I. By Manual means. A. Lime cement concrete grade M-10 & below. Comm. 2.04 (i) I A P-196

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters. (i) Lime/Cement Concrete . I. By Manual means. B. Cement Concrete Grade M-15&M-20. Comm. 2.04 (i) B P-196

Scrapping plaster in lime or cement mortar from Brick/Stone Masonry. Comm 2.04 (viii) P-197

Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with proper camber, grade super elevation including hire charge of compaction machine, and other tools and plants etc all complete as per direction of E/I. (Mode of measurement sectional measurement of compacted earth). WRD 5.1.31 P-104

Earthwork in stipping in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulder upto 300mm size and disposal of the same along with all organic materials (beyond 50M away from the toe of the dam base in the country side) within initial lead of 150M and all lifts as per specification and direction of E/I. WRD 5.1.5 p-97

E/W in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from the toe of dam in the country side) within initial lead of 150M and initial lift of 1.5M. all lifts as per specification and direction of E/I. WRD 5.1.8 P-98

E/W in excavation of toe drain and heel trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the spoil (50m away from the toe of dam in the country side) within initial lead of 100M and initial lift of 1.5M as per specification and direction of E/I. WRD 5.1.17.1 P-101

E/W in dam fill in semi pervious or impervious zone excavation by Hydraulic Excavator and carriage by Tipper Truck making dam in proper design section including earth to be laid in layers of not more than 225mm thick and breaking of clods to maximum 63mm cube with all lifts including construction and maintenance of haul road etc. all complete as per specification and direction of E/I. Lead beyond 1/2 Km but upto 1km. WRD 5.1.22.2 P-103

Providing designation 75A brick work in CM (1:3) in superstructure with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints of 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. COM 5.2.9 P-202

Providing Random Rubble stone masonry in cement mortar (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty and all complete job as per building specification and direction of E/I. COM 5.2.28 P-204

Providing Random Rubble stone masonry in cement mortar (1:4) in super structure with hammer dressed stone of less than 0.03 M3 in volume clean coarse sand of F.M 2 to 2.5 including cost of screening, scaffolding, raking out joints to 20mm depth, curing, taxes and royalty and all complete job as per building specification and direction of E/I. COM 5.2.31 P-204

Supplying and laying sand filter blanketing in horizontal portion the dam as per design, drawing with watering and compaction including the cost of sand, royality all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. Common Part-A 5.6.1 page 209

Supplying and laying gravel filter (size 5mm to 15mm) in filter blanket and in the toe drain (in horizontal portion) of the dam as per design, drawing including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all as per specification and direction of E/I. Common 5.6.2 P-209

Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. Common Part A 5.6.4 page-209

Supplying and sand filter on slope of the dam as per design, drawing, with watering compaction including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. Comm 5.6.5 Page-209

Supplying and laying gravel filter (size 5mm to 15mm) in slope of the dam as per design, drawing including the cost of materials, royalty all taxes etc, but excluding the cost of carriage all complete as per specification and direction of E/I. Comm 5.6.6 P-209

Providing 1.5mm cement punning including curing carriage of water with all leads lifts as per building specification and direction of E/I. COM 5.7.11 P-200

Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M-1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per bulding specification and direction of E/I. COMM. 5.7.12 P-200

Providing 25mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. Common 5.7.13 P-200

Colour washing two coats over a coat of white wash over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding, washing, of floors and taxes all complete as per building specification and direction of E/I. BCD 5.8.6 p-131

Fine dressing of the earthen embankment and turfing with 75mm thick grass sods, obtained within a lead of 150M. Including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I. WRD 6.1.24.1 P-121

Extra for each lead of 150m over initial lead of 150m as per specification and direction of E/I. WRD 6.1.24.2 P-121

Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150M of worksite and all lifts as per specification and direction of E/I. WRD 6.6.6 page-130

Providing Weep holes with dry graded stone filtter of 20mm to 40mm size in abutment and wing walls as per specification & direction of E/I. COMM. 6.7.6 P-209

Earth work in excavation in ordinary or soft rock where blasting is not needed (Vide classification of soil item-C) with initial lead of 30M and lift of 1.5M. Including dressing making the sides in proper profile and dressing the bed in proper grade etc. all complete as apecification and direction of E/I. WRD 7.1.13.2 p-133

Earth Work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. WRD 7.1.21 P-135

Earth work in bed clearance or desilting of canals carrying F.S discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) and rennovation of pynes etc disposal of excavated earth etc. in ordinary soil including rough dressing with initial lead of 10 M. and lift of 1.5 M as per specification and direction of E/I. (specification revised vide T.E.C letter No 63 dated 07.10.94) WRD 7.1.20 P-134

E/W in flood embankment, canal banks as well as special repair of embankment in canal in grade A&B types of soil (Vide soil-A and B ) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. Lead beyond 150M but upto 500M. WRD 7.1.26.1 P-135

E/W in flood embankment, canal banks as well as special repair of embankment in canal in grade A&B types of soil (Vide soil-A and B ) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. Lead beyond 500 M but upto 1000 M. WRD 7.1.26.2 P-135

E/W in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. W.R.D 7.1.27 P-135

Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable within a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/1. W.R.D 7.1.31 P-136

Providing coarse clean local sand in filling in foundation trenches including ramming watering, royalty and all other taxes complete job as per specification and direction of E/I. WRD 7.1.37 P-137

Watering and consolidation of earth laid in 150mm to 225mm layerS by manual labour with C.I. hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I. WRD 7.1.38 P-137

Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools & plants etc. for lined canal all complete job as per specification and direction of E/I. (Mode of measurement sectional measurement of compacted earth). WRD 7.1.39 P-137

Providing compacted 150 mm thick sand filter of required F.M as per design on side slopes and in bed of canal with coarse sand, including cost of water, ramming, levelling and dressing etc. all complete as per specification and directionof E/I. WRD 7.2.1 B P-140

Providing filter of stone chips 20mm and down well graded as per design for lined canal, drains including hand packing etc. as per specification and direction of E/I. WRD 7.2.2 P-140

Providing and placing stone metal graded filter of size 20mm to 45mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification an direction of E/I. W.R.D 7.2.7 P-140

Providing and placing sand filter free from clay and other organic materials (F.M 2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and direction of E/I. (where depth of cutting is more than 6M (20 ft)) WRD 7.2.8 P-141

Providing 10 mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. for canal side slope WRD 7.2.10.1 P-141

Providing 10 mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. for canal bed. WRD 7.2.10.2 P-141

Supplying and laying 150 mm dia R.C.C NP2 perforated pipe in under drainage of canal lining as per specification and direction of E/I. WRD 7.2.11 P-141

Providing 150mm dia vertical non return valve complete holding down bolts, nuts, base plates etc., all complete as per specification and direction of E/I. WRD 7.2.14 P-141

Providing 50mm dia non return pocket valve complete with bolts and nuts etc., all complete as per specification and direction of E/I. WRD 7.2.15 P-141

Providing 100 mm thick PCC lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of from work and its removal, curing, royalty and all other taxes, complete job as per specification and direction of E/I. WRD 7.2.19.1 P-142

Providing and laying dry pitching with precast concrete block 600mm x 600mm x 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggragate of required F.M (2.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing as wall as royalty and all taxes all complete job as per specification and direction of E/I. WRD 7.3.17 P-144

Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade as well as providing approved joining materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I. 150mm dia. WRD 7.6.1.1 P-149

Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/I. 300 mm dia WRD 7.6.1.3 P-149

Labour change for pitching on apron slopes of bank with stone boulderd duly packed (uncrated) complete job (materials within 150 M and all lifts as per specification and direction of E/1. W.R.D 7.7.18 P-151

Labour charge for taking out disturbed boulder from boulder pitching or rip-rap or rock toe etc. and cleaning the surface and stacking the same within a lead of 100M as per specification and direction of E/I. WRD 7.7.41 page-153

Supplying, fitting and fixing copper strip of 16 gauge of approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/1. W.R.D 7.8.1 P-154

Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. WRD 7.8.2 P-154

Providing & fixing in position 25 mm thick bituminastic board (Shallitex or eqivalent) as per 1.5. 1838-1983 in expansion or construction joints all complete job as per specification & direction of E/1. WRD 7.8.3 P-154

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggrgate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. RCD 12.04 P-477

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M-15. PCC Grade M15 using batching plant & concrete pump. RCD 12.08 A Case I P-477

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M-15. PCC Grade M15 using batching plant & Manual placing. RCD 12.08 A Case II P-477

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M-20. PCC Grade M20 using batching plant & Concrete pump. RCD 12.08 B Case I P-477

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-20. RCC Grade M20 using batching plant, transit mixure & concrete pump. RCD 12.08 C Case I P-477

Supplying, fitting and placing un-coated HYSD bar reinforcement in Foundation complete as per drawing and technical specifications . RCD 12.42 P-492

Plain/ Reinforced cement concrete in sub structure complete as per drawing and technical specifications. PCC Grade M-15. Height upto 5 m. PCC Grade M15 using batching plant & concrete pump. RCD 13.05 A (p) P-567

Plain/ Reinforced cement concrete in sub structure complete as per drawing and technical specifications. PCC Grade M20. height up to 5m. PCC Grade M20 using batching plant, transit mixer & concrete pump. RCD 13.05 B (p) P-567

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications . RCD 13.06 P-569

Furnishing and Placing Reinforced /prestressed cement concrete in super structure as per drawing and Technical specifications. RCC Grade M20 Using Batching Plant, Transit Mixer and Concrete Pump. For solid slab super-structure, 20-30 per cent of (a+b+c) height upto 5 M. RCD 14.01 A (i) (p) P-601

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications RCD 14.02 P-603

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Case I PCC grade M15 using batching plant & concrete Pump. RCD 14.10 case I P-604

Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per technical specification. RCD 17.03 page - 679

Supplying stone boulder of size 300mm for pitching all complete job as per specification & direction of E/I. W.R.D M-018 SL - 3 P-81

Providing, fitting and fixing Seperation Membrane of impermeable plastic sheeting 125 micron thick. WRD M-072 P-35

Shalimar tarphelt BH (type II Group-1) WRD M-266 P-61

Providing Fitting and Fixing Hessian Cloth (0.3 kg/M2 Cot.) WRD M-268 P-61

Supplying NP2 RCC Hume pipe laying with Collars as per I.S.S 458-1971 (ii) 150 mm dia WRD M300 P-84

NP2 RCC Hume pipe laying with Collars as per I.S.S 458-1971 (v) 300 mm dia WRD M300 P-84

Supplying U-PVC Pipe 75mm dia. WRD M-1267 P-72

Carriage of Materials - Cement

Stone Chips

Stone Metal

Boulder

Bricks

Steel

Add GST 18% of Total Amount

Add Labour Cess 1% of Total Amount

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