CONSTRUCTION OF RESIDUAL E/W, LINING, STRUTURES AND WBM SERVICE ROAD OF OL-52, EX. KM 112.640 OF CLMC.

Amount

Cleaning and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth up to 300mm,removal of stumps of trees 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. Rev. 2.3(i)A P-34)

E/w in excavation of canals having full supply discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) in ordinary soil (vide classification of soil item - A) including clod breaking, having earth in 225 mm layer and rough dressing of soil with initial lead of 10 M and lift of 1.5M as per approved design, specification and direction of E/I.(WRD 7.1.8 P-115)

Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I.(WRD 7.1.10 P-115)

E/W in excavation of cut off trenches by the hydraulic excavator as per design section in soft rock (where blasting is not needed ) (vide type of soil item-C) with disposal of spoil beyond 150 M from centre of trench but 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.(WRD 6.1.14.2 P-102)

Earth work in flood embankment, canal banks as well as special repair of embankment in canal banks in grade A & B type of soil (vide soil A & 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 60mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I.(As per TEC Letter No. 587 Dated 22-09-06) (Beyond 1/2 km but upto 1 km.) (WRD Rev. 7.1.26.2 P-36)

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 as per specification and direction of E/I.(Mode of measurement- sectional measurement of compacted earth).(WRD Rev. 7.1.39 P-37)

Watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I. hammer to achive 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete job as per specification and direction of E/I.(WRD Rev. 7.1.38 P-37)

Earth work in stripping by hydraulic M/C in grade A & B type of soil including mooroum soil, soil mixed with Kankar, Pebbles, boulders upto 300 mm size and disposal the same along with all organic materials in the country side beyond ½ km upto 1 km in all by tipper including construction and maintenance of haul road etc. all complete as per specification and direction of E/I.(WRD 6.1.6.1 P-101)

Fine dressing of the canal banks or embankment and turfing with 75mm thick grass sods obtained within lead of 150m including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I.(WRD Rev. 7.1.42.1 P-37)

Extra for each lead of 150m over the initial lead of 150m. - 3 nos. extra lead.(WRD Rev. 7.1.42.2 P-37)

Earth Work in scooping in ordinary soil as per specification and direction of E/I.

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 execavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I.(WRD 7.1.21 P-117)

Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I.(WRD 7.1.10 P-115)

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 of watering, compaction, royality and other taxes as per specification and direction of E/I.(where depth of cutting is more than 6M {20ft}).(WRD REV. 7.2.8 P-39)

Providing 100 mm thick P.C.C. 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 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.(WRD REV. 7.2.19.1 P-40)

Providing 10 mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. (a) For canal side slope (WRD 7.2.10.1 P-123)

Providing 10 mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. (b) For canal bed (WRD 7.2.10.2 P-123)

Providing and placing in position Hessian cloth (0.3 kg/m³ Cot.) in slope of lining as per direction of E/I.(COM. Sl.-81 on P-48)

Providing 125 micron L.D.P.E. film below canal lining including all taxes etc. all complete as per specification and direction of E/I.(COM. P-20)

Earth work 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 50 m. and average lift of 1.5 m. including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I.(WRD 7.1.27 P-118)

Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I.(WRD 7.1.10 P-115)

E/W in excavation of cut off trenches by the hydraulic excavator as per design section in soft rock (where blasting is not needed ) (vide type of soil item-C) with disposal of spoil beyond 150 M from centre of trench but 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.(WRD 5.1.11.2 P-81)

Providing brick flat soling with designation 75A bricks, joints filled with coarse sand of approved quality including royalty and all taxes all complete job as per specification and direction of E/I. (WRD REV. 7.7.14 P-43)

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 REV. 7.1.37 P-37)

E/W in filling in foundation trenches and back filling of structures in layer not exceding 150 mm. thick well watered rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 m and lift of 1.50 m complete job as per specification and direction of E/I.(WRD REV. 7.1.31 P-36)

P.C.C. 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(COM. REV. 7.1 P-47)

P.C.C. 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(COM. REV. 7.1 P-47)

Plain/ Reinforced cement concrete in open foundation as per drawing and technical specifications PCC Grade M15 (COM. REV. 7.2.A P-47)

Plain/ Reinforced cement concrete in sub structure as per drawing and technical specifications PCC Grade M15 (COM. REV. 7.3.A P-47)

Plain/ Reinforced cement concrete in sub structure as per drawing and technical specifications PCC Grade M20 (COM. REV. 7.2B, P-47)

Plain/ Reinforced cement concrete in sub structure as per drawing and technical specifications PCC Grade M20 height upto 5 M. (COM. REV. 7.3B(p) P-47)

Furnishing and Placing Reinforced/prestressed cement concrete in super structure as per drawing and Technical specifications RCC Grade M20 using concrete mixer For solid slab super structure height upto 5 M. (COM. REV. 7.4A(p) P-48)

Furnishing and Placing Reinforced/prestressed cement concrete in super structure as per drawing and Technical specifications RCC Grade M20 using concrete mixer For solid slab super structure height upto 5 M. (COM. REV. 7.4A(i)(p) P-48)

Providing shuttering including strutting , proping etc. and its removal after use in foundation as per specification and direction of E/I. (WRD 7.3.18, P-126)

Providing shuttering including strutting, proping etc. and its removal after use in various components of canal structure or embankment structure as per spcification and direction of E/I. (WRD 7.3.19, P-126)

Providing centering including strutting & proping etc. and its removal after use in deck slab as per spcification and direction of E/I. (WRD 7.3.20, P-127)

Supplying and laying good quality of stone metal of size ( 20 mm to 63 mm ) in rock toe, heel trenches, toe drain as per design and 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. (COM REV. 5.6.3, P-46)

Providing & placing in position two layer Shalimar tarphelt B.H (Type -II, Gr.-I) , I.S. 1322 - 1992 in between cap & deck slab as per approved drawing, specification & direction of E/I.(WRD Sl-M266 on P-51)

Providing & fixing in position 25 mm thick bituminastic board (Shallitex or eqivalent) as per I.S. 1838-1983 in expansion or construction joints all complete job as per specification & direction of E/I. (WRD 7.8.3 P-136)

Providing and laying dry pitching with precast concrete block 600 x 600 x 300 mm size of M-100 nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality of sand of required F.M. (2.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing, as well as royalty and all taxes all complete job as per specification and direction of E/I. (WRD REV. 7.3.17, P41)

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 6.7.2, P-113)

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. (COM. REV. 6.7.6, P-157)

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.(WRD 6.7.1, P-113)

Providing iron angle (65 x 65 x 6mm) size confirming IS:226, welded with 10 mm dia rod @ 300 mm c/c and fixing in position in wearing coat at expansion joint's edge as per approved drawing, specification and direction of E/I. (COM. Sl.-M195(B)(ii)P-38 )

Providing Tor steel reinforcement of 8 mm dia. rods as per approved design and drawing with cutting, bending and bindingwith annealed wirewith cost of wire removal of rust, placing the rods in position (excluding carriage of bars to work site) all completeas per building specification and direction of E/I. TMT Fe 500{Only valid for Tata(Tiscon), SAIL, JSPL,Electrosteel Steels Ltd, Bokaro and Vizag(RINL)} (Building REV. 5.5.4, P-48)

Providing Tor steel reinforcement of 10 mm dia. do…do... and direction of E/I. TMT Fe 500{Only valid for Tata(Tiscon), SAIL, JSPL,Electrosteel Steels Ltd, Bokaro and Vizag(RINL)} (Building REV. 5.5.5(a), P-48)

Providing Tor steel reinforcement of 12 mm dia. do…do... and direction of E/I. TMT Fe 500{Only valid for Tata(Tiscon), SAIL, JSPL,Electrosteel Steels Ltd, Bokaro and Vizag(RINL)} (Building REV. 5.5.5(b), P-48)

Providing Tor steel reinforcement of 16 mm dia. do…do... and direction of E/I. TMT Fe 500{Only valid for Tata(Tiscon), SAIL, JSPL,Electrosteel Steels Ltd, Bokaro and Vizag(RINL)} (Building REV. 5.5.5(c), P-48)

Providing Tor steel reinforcement of 20 mm dia. do…do... and direction of E/I. TMT Fe 500{Only valid for Tata(Tiscon), SAIL, JSPL,Electrosteel Steels Ltd, Bokaro and Vizag(RINL)} (Building REV. 5.5.6, P-48)

Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters (avg lead 50 meters) including trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections. (RCD 3.3 P-134)

Labour for Initial rolling within the bank width and compacting the ground before forming the embankment with power road roller at O.M.C. to achieve minimum 95% of Maximum dry density including sprinkling the required quntity of water , making arrangement for supply and carriage of water with all leads & lifts,finishing the surface with proper camber, grade, superelevation including hire charges of compaction machine and other tools and plants all complete as per specification and direction of E/I. (WRD REV. 5.1.26, P-29)

Providing granular base in one or more layers over the prepared sub-grade compacted by road roller so as to achieve 95 to 100% maximum dry density at O.M.C. including uniformly mixing the required quantity of water including cost of supply and carriage of water with all leads and lifts finishing the surface to proper grade, as per specification and direction of E/I. (Mode of measurement - compacted section) with approved quality of moorum and with hire charge of road roller with depriciation and major repair. (Vide S/R Ite (PMGSY)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Using Screening Crushable type such as Moorum or Gravel) Grading-1 as per Technical Specification Clause 405. (RCD 4.9 A(i) (a) P-165)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Using Screening Crushable type such as Moorum or Gravel) Grading-2 as per Technical Specification Clause 405. (RCD 4.9 A(ii)(a) P-165)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Using Screening Crushable type such as Moorum or Gravel) Grading-3 as per Technical Specification Clause 405. (RCD 4.9 A(iii)(a) P-166)

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 REV. 7.1.37 P-37)

Supplying and labour charge for pitchng on apron slope of bank with stone boulders duly packed (uncrated) complete job ( materials within 150 m lead and all lifts as per specification and direction of E/I. (WRD 7.7.18, P-133 + WRD REV. M-018,P-19)

Carriage of material at site by mechinical means as per direction of E/I. (i) Cement

(ii) Steel

(iii) Sand

(iv) Stone Chips

(v) Stone Metal

(vi) Boulder

(vii) Moorum

(viii) Bricks

Jungle clearance in borrow area, building premises, flanksand slopes of the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (Specification is revised by central schedule rate committee in the meeting held on 11.01.84 in the office of Engineer- in- chief, technical examination cell, Patna.) by manual means In area of light jungle. (7.1.2 (WRD)/Com. Rev. 2.3(i)A P-34)

Earthwork in exacavation (As per IS 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-charge.(b) for classification of soil Item-B. As per pipe detail calculation. (DWSD Item No. 3.1.1.1(b), Pg No. 67)

Providing Coarse clean local sand in filling in foundation trenches including ramming, watering, royalty complete job as per specification and direction of E/I. (WRD JSOR Item No. 7.1.37, P-37)

Providing and supplying in ISI mark centrifugally cast (Spun) Ductile Iron Pipes of 100mm and above all diameter for water works with socket and Spigot and confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6m for classification K-7 and K-9 suitable for push on joint (Rubber gasket) D jointing with cement mortar lining inside the pipes with outside Zinc and bituminous coating Rate are ex-factory, including transportation and C.P. but exclusive of taxes etc. based on WPI 131.3 (including 1 no. of gasket for each pipe) (K-9). 1200mm dia (DI). (DWSD Rev. SOR Item No. M1026, Pg No. 13)

Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in trenches without supplying rubber gasket and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to bedone as per I.S.S.3114-1985) as per design, specification and direction of E/I.(18) 1200mm dia (DI). (DWSD JSOR Item No. 3.1.32 (b).18)

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I (for classification for soil item -A & B). (DWSD JSOR Item No. 3.1.1.2, Pg No. 84)

Supplying, fixing and fitting the following CI valves confirming to relevant I.S. standard specification including all jointing materials confirming to the relevant B.I.S.specification latest amendment with ISO accreditation and standard specifications. (B) Scour valve (PM-1.6) 600mm dia. (DWSD JSOR Item No. 123 M 1039© 14, Pg No. 96)

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 upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots of shrubs etc. all complete as per specification and direction of E/I. (7.1.27 (WRD))

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. (7.1.37 (WRD))

Plain/ Reinforced cement concrete in open foundation as per drawing and technical specifications PCC Grade M15. (COM. REV. 7.2A, P-47)

Plain/ Reinforced cement concrete in sub structure as per drawing and technical specifications PCC Grade M15. (COM. REV. 7.3A, P-47)

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and techinical specification. (COM. REV. 8.1, P-52)

Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (WRD 7.3.18, P-126)

Carriage of Materials. Cement from JSR

Steel from JSR

Sand From subernrekha River

Stone chips From Hata

Add GST @12%

Add Labour Cess @1%

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