RESIDUAL WORK FOR CONSTRUCTION OF E/W, LINING, WBM ROAD, CUT and COVER, STEEL LINER AND ALL STRUCTURES FROM KM 7.020 TO KM 10.166/10.23 OF GALUDIH LEFT MAIN CANAL

Amount

Earth work in excavation of canals having full supply discharge between 28 cumecs (1000 cusecs) and 8.5 cumecs (300 cusecs in ordinary soil (vide classification of soil item- A) including clod breaking laying earth in bank in layers of 225mm and rough dressing with initial lead of 15M and lift of 1.5 M as per approved design, specification and direction of E/I. WRD- (7.1.7), P-132

Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item- A) and disposal of same in country side by truck (50M away from the edge of the trenches) beyond initial lead 150M but up to 1km with all lifts including loading, unloading, construction and maintenance of haul road etc.as per approved design, specification and direction of E/I( 6.1.13)

Extra for earth work in hard soil(vide classification of soil item- B) all complete as per specification and direction of E/I( 7.1.10)

Earth work in excavation in canal by the hydraulic excavator (Rock Breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item-C with disposal of spoil upto 500m with all lifts by tipper including construction and maintainance of haul road all complete as per specification and direction of E/I. WRD-7.1.43.8

E/W in Excavation of in canal by the hydraulic excavator(Rock breaker) as per design section in soft rock (where blasting is prohibited(vide type of soil item C) with disposal of spoil beyond 500 m but up to 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (SR item No. 7.1.43.9)

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

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 and all taxes etc. but excluding the cost of carriage all as per specification and direction of E/I. (5.6.2)

Pressure Release Valve. ( vide WRD SOR M-427 Page 81)

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. (7.2.10.1)

(a) For canal Side Slope.(7.2.10.1)

(b) For canal Bed.(7.2.10.2)

Suplying, Laying and fixing Separation Membrane of impermeable plastic Sheeting 125 micron thick. (WRD M-072 P-35)

Providing and laying hessian cloth in slope as per specification and direction of E/I. (M-268, P-61)

Providing 100mm thick P.C.C. concrete lining in M-100 with nominal mix of (1:3:6) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M (2.5 to 3.0) in in side and bottom curved portion of the canals in panel with construction joined including cost of form work and its removal, curing, royalty and all other taxes, complete job as per specification and direction of E/I.(7.2.19)

Providing ,laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller in stages to proper grade and camber, applying and brooming requisite type of crushable type screening/binding Material to fill up to the interstices of coarse aggregate, watering and compacting to the required density.RCD 4.11A(i)a.

Providing ,laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller in stages to proper grade and camber, applying and brooming requisite type of crushable type screening/binding Material to fill up to the interstices of coarse aggregate, watering and compacting to the required density.RCD 4.11B(i)a.

Construction of granular sub-base by providing close graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and Compacting with vibratory roller to achieve the desired density,complete as per clause 401.Grade- iii material.(4.01B(iii))RCD,P-200

Granular Material or hard moorum for GSM Work at quarry.RCD-Sl No-1 P-83(M-020)

Supplying laying boulder in rock toe,heel trenches of the dam as per design and drawing icluding cost of materials royality and all taxes etc. but excluding cost of carraige all ccomplete as per specification and direction of E/I. WRD(5.6.4)

Supplying and laying good quality of stone metal filter (20mm to 63 mm size ) in the rock toe, heel trenches, toe drain as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all as per specification and direction of E/I.(5.6.3)

Providing and laying P.C.C. or R.C.C. M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structure with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed out screened including necessary tools and plants vibrating, cutting, royalty and all taxes etc. placing complete job as per specification and direction of E/I. (7.3.3). RCD 2022 ( 12.04)

Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibration, curing, royalty and all taxes etc. excluding cost of form work as well as reinforcement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. (SR item No. 7.3.4)RCD(12.08)(A)case ii

Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1.5:3) in foundation of various components of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including necessary tools and plants, vibration, curing, royalty and all taxes etc. excluding cost of form work as well as reinforcement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. (7.3.5) RCD 2022(C) (12.08)Case 1

Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1.5:3) in super structure of various components of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including necessary tools and plants, vibration, curing, royalty and all taxes etc. excluding cost of form work as well as reinforcement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. (7.3.10) Rate RCD 2022 (15.12.A)

Providing and laying P.C.C. or R.C.C. M-250 with nominal mix of (1:1 : 2) in foundation of various components of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibration, curing, royalty and all taxes etc. excluding cost of form work as well as reinforcement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. (SR item No. 7.3.6) RCD 2022 (15.11.E.case 1)

Providing and laying P.C.C. or R.C.C. M-250 with nominal mix of (1:1 : 2) in superstructure of various components of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibration, curing, royalty and all taxes etc. excluding cost of form work as well as reinforcement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. (SR item No. 7.3.11) RCD 2022 (15.12.B)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications RCD 14.04

Providing shuttering including propping etc. and its removal after use in foundation as per specification and direction of E/I (7.3.18)

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 )

Providing centering including strutting & propping etc. and its removal after use in Deck slab as per specification and direction of E/I (7.3.20)

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/I (7.8.1)

Providing and fixing in position of 25mm thick bituminastic board (shallitex or equivalent) as per I.S 1838 - 1983 in expansion or construction joints all complete job as per specification and direction of E/I. (7.8.3)

Providing P.V.C. Seal in Construction joints with all arrangement and as per specification and direction of E/I.DSR 22.4.1

G.I Pipe 50 mm dia (Tata or equaivalent make ) as per IS -1239 (Part -01) /2004 ISI Marked medium quality DWSD (M-193)P-90,Part-A

Supplying & Fitting of Angles of size 65 X65 X 6mm (WRD Comm SL No- 158, M-195, b(ii)) PN-39

Providing fixing of Elastomeric bearing all complete as per specification and direction of E/I. (SL No-40(M-047))

Providing Steel liner 10mm thick for curbs and 6mm thick for Steining of wells including Fabricating and setting out as per detailed drawing.RCD 12.22

Providing and fixing in position bitumen filler (bitumen, cement, sand) a construction joint complete job as per specification and direction of E/I. (7.8.4)

Dewatering of sub soil water in the working area.Diesel pump per 10 H.P.WRD(PM-29),P-83,Sl no-10.

Providing randam rubble stone masonry in CM (1:6) in superstructure including cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.WRD(5.2.32) PART-A

NP3 RCC Hume Pipe (as per I.S.S-458-1971)900 mm dia WRD (M-301 P-85, Sl no -27)

Labour for laying,fitting and fixing NP3 hume pipe in line,leveland grade, as well as providing jointing materials and joints properly filled to make them leak proof, all complete ,job as per specification and direction of E/I. 900mm dia. (7.6.2.4) P - 149

Earth work in filling foundation trenches and backfilling of structures ….do…. With semi pervious or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M,complete job as per specificatiobn and direction of E/I. WRD (7.1.32)

Earth work in back filling of structure in layer not exceeding 150 mm thick with pervious or semi pervious or suitable soil from borrow pits free from logs, roots of any other ingredients by manually excavation and carriage by truck with all lifts including watering, ramming ,fully compacted and finely dressed. Beyond 150 M but up to 1/2 km complete job as per specification and direction of E/I. (7.1.35.1)

Construction of granular sub-base by providing close graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and Compacting with vibratory roller to achieve the desired density Complete as per clause -401.( Gr -l) RCD 4.01(B)i P-200

Construction of granular sub-base by providing close graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and Compacting with vibratory roller to achieve the desired density Complete as per clause -401.( Gr -Il) RCD 4.01(B)ii P-200

Providing, and applying primer coat with SSI grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of .70 kg/sqm using mechanical means RCD 5.01(A) P-245

Providing, and applying Tack coat with bitumen emulsion pressure distributor at the rate of .20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom. RCD 5.02(i) P-245

Providing, laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder transported to site laid over a previously prepared surface with paver finisher to the required grade. level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. RCD 5.03(ii) P-246

Providing, laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder @5.4 percent of mix and filler transporing the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade. level and alignment and rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT & H Specification clause no 507 Complete in all respects. RCD 5.05B P-241

Providing TMT bar reinforcement (Tor Steel) as per approved design, drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S. rods in position all complete job as per specification and direction of E/I.

Tor Steel of 6 mm to 25 mm dia Fe 500(only valid for Sail , Tata ,JSPL, Electrosteel) BCD (5.5.5) P-119

Tor Steel of 28/32 mm dia Fe 500(only valid for Sail, Tata, JSPL, Electrosteel) BCD (5.5.6) P-119

(a) Cement & steel from Jamshedpur (lead- 39km(p)+ 2 km (k)

(b) Sand from Subarnarekha river (Chandanpur Ghat) to work site lead - 2 km (p)+17 km (p) + 3 km(k)

© Stone chips from Hata Quarry to work site, Av.lead - 2 km (k) + 50 km (p) + 3 km (k)

© Stone Metal from Hata Quarry to work site, Av.lead - 2 km (k) + 50 km (p) + 3 km (k)

© Stone boulder from Hata Quarry to work site, Av.lead - 2 km (k) + 50 km (p) + 3 km (k)

(f)Gravel from nearest quarry to work site, Av.lead - 1 km (k) + 12 km (p) + 5 km (k)

(g) Moorum from nearest quarry to work site, Av.lead - 1 km (k) + 17 km (p) + 5 km (k)

(h) Hume Pipe from Jamshedpur to work site, Av.lead - 1 km (k) + 60 km (p) + 5 km (k)

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