Renovation and Lining work in Main Canal of Kaswaldag Irrigation Scheme under Garhwa District

Amount

Clearing grass and removal of rubish clearing grass and removal of rubbish up to a distance of 50 m outside the perifery of the area. By manual means. 2.02 p-195 part A

Dismantling of structures Dismentaling of existings structures like culvert, bridges, retaining walls and other structures coprising of masonary, cement concree, wood work, steel work, including T&P and scafolding where ever nesesary, shorting the dismentaled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 mtrs. (ii) Dismantling Bricks/ Tile work (B) In Cement mortar 2.04 II (B) p-196 part A

Earthwork in excavation of foundation trenches in ordinary soil ( Vide classification of soil item -A ) and disposal of excavated earth so obtained to a distance up to 50 M 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. 7.1.27 P-135 PART-B

E/W in excavation and filliing in canal by the hydraulic excavator as per designed section in ordinary (vide classification of soil item - A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers with initial lead of 10 m and all lifts all complete as per specification and direction of E/I. 7.1.43.3 P-138 Part-B

E/W in excavation and filliing in canal by the hydraulic excavator as per designed section in ordinary (vide classification of soil item - A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers upto 500 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. 7.1.43.4 P-138 Part-B

Providing designation 75 A brick work in C.M. (1:4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth,curing, taxes and royality all complete as per building specification and direction of E.I. 4.2 P-202 PART-A

Extra for earth work for each subsequent lift of 1 M over the initial lift of 1.5 M For ordinary and hard soil ( Vide classification of soil item A and B) 7.1.34.1 P-136 PART-B

Earthwork in filling foundation trenches and back filling of structurs in layer not exceeding 150 mm thick well watered , remmed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile with in a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I. 7.1.31 P-136 PART-B

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

Plain/ Reinforced Cement concrete in sub- structures complete as per drawing and technical specifications. A) PCC grade M-15 Height up to 5 M PCC grade M-15 Using batching plant and concrete pump. 13.05 A P-567 RCD

Rinforced Cement Concrete work in beams, suspended floors, roofs having slope upto 15֯ degree landings, balcony, selves, chhajja, lintels, bends, plain window sills, stail cases and spiral stair cases above plinth level upto floor five level, excuding the cost of centerin, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone ii) : 3 graded stone agregate 20 mm nominal size ) 5.3.11 BCD P-107

Plain/ Reinforced Cement concrete in open foundation complete as per drawing and technical specifications. C) RCC grade M-20 RCC grade M-20 Using batching plant and Transit mixture and manual placing. 12.08 C Ccase ii P-477 RCD

Plain/ Reinforced Cement concrete in open foundation complete as per drawing and technical specifications. C) RCC grade M-20 RCC grade M-20 Using batching plant and Transit mixture and manual placing. 12.08 B Ccase ii P-567 RCD

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 and clean coarse sand of F.M 2 TO 2.5 including cost of screeining, racking out joints to 20 M depth, curing taxes and royalty all complete job as per specification and direction of E/I. 4.28 P-204 PART-A

Providing 25 mm thick cement plaster (1:4) with clean coarse sand of requisite F M 1.5 including screening , curing with all lead and lifts of water scafolding taxes and royalty all complete job as per specification and direction of E/I. 3.12 P-200 PART-A

Providing 1.5 mm thick cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I. 3.11 P-200 PART-A

Suplying and laying of good quality of stone metal filter (20 mm to 63 mm size) in the rock toe, heal trenches, toe drain as per design and drawing including the cost of materials royalty, all taxes etc. but excuding the cost of carriage all complete as per specification and direction of E/I. 6.3 P-209 PART-A

Boulder with maximum size of 300 mm for pitching at cuarry. M-018 P-81 PART-B

Labour charges for pitching on apron slope of bank with stone boulder duly packed (uncreated) complete job (materials within 150 M and all lifts as per specification and direction of E/I. 7.7.18 P-151 PART-B

NP2 RCC Hume pipe with collar as per I.S.S. 458-1971 (V) 300 mm Dia M-300 P-83 PART-A

Labour for laying, fitting and fixing np2 hume pipe (300 hume pipe ) with collors 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 7.6.1.3 P-149 PART-B

NP3 RCC Hume pipe with collar as per I.S.S. 458-1971 (iii) 600 mm Dia M-301 P-84 PART-A

Labour for laying, fitting and fixing np2 hume pipe (600 hume pipe ) with collors 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 7.6.2.2 P-149 PART-B

NP3 RCC Hume pipe with collar as per I.S.S. 458-1971 (iii) 800 mm & 900 mm Dia M-301 P-84 PART-A

Labour for laying, fitting and fixing np2 hume pipe (800 hume pipe ) with collors 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 7.6.2.3 P-149 PART-B

Suplying, fitting and placing HYSD Bar Reinforcement in sub structures complete as per drawing and technical Specifications. 13.06 P-569 RCD

Providing Tor steel Reinforcementof 10 mm ,12 mm and 16 mm dia bars as per approved design and drawing with cutting bending and binding with anneled wire with cost of wire removal of rust, placing the rods in position ( excluding carriage of bars to work site) all complete as per building Specification and direction of E/I A) 10 mm (TMT coil Fe 500) only valid for TATA (Tiscon). SAIL, JSPL, Electro Steel steels Ltd. Bokaro and Vizag (RINL) 5.5.5 BCD

Providing shuttering including strutting, propping etc. and its removal after use in various components of canal structures or embankment structure as per specification and direction of E/I 7.3.19 Part-B P-144

Providing shuttering including strutting, propping etc. and its removal after use in various components of canal structures or embankment structure as per specification and direction of E/I 7.3.18 P-144 PART-B

E/W in Dam fill by head load in semi pervious or impervious Soil with initial lead of 150M and initial lift of 1.5M including breaking clods to maximum 63 mm cube, placing the earth in layers not exceeding 225 mm thick as per specification and direction of E/I. (Mode of measurement sectional measurement of compacted earth). 5.1.19 Part-B P-102

Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming, watering, in layer not exceeding 150mm thick with all lead and lift including cost of all materials labour royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) 5.1.10 P-208 PART-A

Diesel pump per 10 H.P (Dewatering) PM-29 P-83 PART-B

Earthwork in stripping in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same alongwith all organic materials (Beyond 50 M away from the edge of the foundation trenches in the country side) with initial lead of 150 M and all lifts, as per specification and direction of E/I. 6.1.5 P-118 PART-B

Providing pitching work / soling with designation 75A bricks in panel and in herring bound pattern one brick on edge over a brick flat soling, joints filled with local sand free from clay contents including royalty and all taxes as per specification and direction of E/I. 7.7.16 P-151 PART-B

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. 7.1.43.1 P-138 Part-B

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. 7.1.43.2 P-138 Part-B

Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5 M 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 anddirection of E/I. 7.1.21 P-135 Part-B

Providing compacted 150 mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with local sand, including cost of water, ramming, levelling and dressing etc. all complete as per specification and direction of E/I. (4X174.35) 7.2.1 B P-140 Part-B

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

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

Plain/ Reinforced Cement concrete in open foundation complete as per drawing and technical specifications. A) PCC grade M-15 PCC grade M-15 Using batching plant and Transit mixture and manual placing. ( SLEEPER) 12.08 A Case ii P-477 RCD

Providing safety valve in lined section of canal with TMT bar embedded in cement concrete 1:3:6 in accordance with ISS 3872:1966 all complete as per specification and direction of E/I. 7.2.16 P-141 Part-B

Hessain cloth (0.3kg/ m2 Cot.) M-268 P-61 Part-B

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

providing 10 mm thick vertical joints at suitable interval joints filled with bituminous materials of approved quality including royalty and all taxes all complete as per specification and direction of E/I. For canal bed 7.2.10.2 P-141 Part-B

Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screenig, curing with all leads and lifts of water, scafolding taxes and royalty all cmoplete as per building specification and direction of E/I. 3.1 P-200 PART-A

Providing 12 mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screenig, curing with all leads and lifts of water, scafolding taxes and royalty all cmoplete as per building specification and direction of E/I. 3.2 P-200 PART-A

Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing taxes and royalty all complete as per building specification and direction of E/I 5.6.10 BCD

Providing and laying 50mm thick Cement Concrete flooring (1:2:4) with 20mm to 6 mm size graded stone chips finished with flooring coat of neat cement in pannel including cost of curing finishing the surface smooth by rubbing with caborandom stone taxes and royalty with all complete as per building specification and direction E/I 5.6.9 BCD

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction E/I 5.6.3 BCD

Supplying, fitting and fixing good quality, well dressed and well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights and C/W celetial windows openings, including wedge oer all clamps complete including application of two coats of wood preservatiove of approved quality on the surface butting walls and lintels all complete as per building specification and direction 5.4.1 BCD

Providing two coats of painting with ready mixed paint over a coat of primer of approved shade and make over new wooden surface including preparing the surface after cleaning, removing dirt including scales, smokes, grease and sand papering, including cost of scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.29 BCD

Extra for wet earth work all complete as per specification and direction of E/I 7.1.22 P-135 PART-B

Labour for laying, fitting and fixing NP3 hume pipe (900 hume pipe ) with collors 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 7.6.2.4 P-149 PART-B

Carriage of material as pe actual lead (A) Cement

(B) sand

( C ) Stone Chips

(D) Boulder

(E ) Steel

(F) Hume pipe 300 mm dia

(G) Hume pipe 600 mm dia

(H) Hume pipe 800 /900 mm dia

Add GST @18%

Labour cess@1%

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