| 1 | 1 | Item No.1. Excavation in all kinds of Soils and soft murum including boulders upto 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials / machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 15 m and 6 m lift. | BI01010001010000000000000515BI0100001112 | 455.82 | Cum |
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| 2 | 1.01 | Item No 2 .Excavation in Hard murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains/ catch water drains etc. and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials /machinery, labour , dressing bed and sides to required level and profile etc. complete with up to 15 m and 6 m lift. | BI01010001010000000000000515BI0100001113 | 247.95 | Cum |
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| 3 | 1.02 | Item No.3 :- Excavation in soft rock without blasting including boulders upto 0.6 m diameter ( 0.113 cum ) for canal, seating of embankment, filter drains/ catch water drains etc. and placing the excavated soft rockneatly in dump area or for formation of service road as directed including cost of all materials /machinery, labour , dressing bed and sides to required level and profile etc. complete with up to 15 m and 6 m lift. | BI01010001010000000000000515BI0100001114 | 405.66 | Cum |
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| 4 | 1.03 | Dismantiling The stone Masonary in cement mortar including stacking the material with 15 M lead and all liftis etc complete as directed | | 25.56 | Cum |
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| 5 | 1.04 | providing casing embankment usin selected previous material available directly from excavation in layers includingbcoas of materials machinery labour all other opreations such as collection of material spreading material in layer of specified thickness sorting out breaking clods levelling sectioning edges /sides watering compacting each layer to density control of not less than 95 percent or as situlped using vibratory compactor including cost of water etc.complete with lead upto 1 km and all as directed | | 653.61 | Cum |
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| 6 | 1.05 | providing casing embankment usin selected previous material from approveed borrow areas (govt acquired Land) in layers of including cost of materials machinery labour all other opreations such as collection of material spreading material in layer of specified thickness sorting out breaking clods levelling sectioning edges /sides watering compacting each layer to density control of not less than 95 percent or as situlped using vibratory compactor including cost of water etc.complete with lead upto 1 km and all as directed | | 15.4 | Cum |
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| 7 | 1.06 | providing cut off trench filling using selected impervious soil from approved borrow areas including cost of materials machinery labour all other opreations such as collection of material spreading material in layer of specified thickness sorting out breaking clods levelling sectioning edges /sides watering compacting each layer to density control of not less than 95 percent or as situlped using vibratory compactor including cost of water etc.complete with lead upto 1 km and all as directed | | 749.42 | Cum |
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| 8 | 1.07 | Item No.5 :- Providing MS / HYSD / TMT bar reinforcement for PCC asper detailed drawing or as directed by Engineer incharge including cutting bending , hooking laying in position and bending etc Complete | | 1.043 | mt |
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| 9 | 1.08 | ItemNo.4 :- Providing & laying in situ Cement concrete of grade M-15 (40 MSA) of trap / granite / quartzite/ graded metal for PCC with or without surface reinforcemnet / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice spilway crest, spilway downstream face, enrgy dissipating structures, intake structures, training walls, picers, abutments etc. with concrete mixer with shuttering and scaffolding placing compacting curring curring with an intial lead of 1 k m and all lift etc complete as directed | BI01010001010000000000000515BI0100001115 | 105.93 | Cum |
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| 10 | 1.11 | back filling upto ground level behind the structure etc complete with suitble material of approved quality in layers not exceeding 20 cm without distrubing the structure etc complete as directed | BI01010001010000000000000515BI0100001117 | 36 | Cum |
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| 11 | 1.12 | Item No.7. Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all material, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material. | BI01010001010000000000000515BI0100001118 | 240 | sqm |
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| 12 | 1.14333 | Rehandling | | 375 | sqm |
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| 13 | 1.16333 | Item No.10. Providing & fixing Information Board of 1.20 x 0.75 m prepared on 16 guage M.S. sheet with angle iron frame of size 35 x 35x3 mm with cross bracing of size 25 x 25 x 3mm including painting with one coat of zinc chormate storing primer and two coats each of green white back ground and backside grey, painting information of scheme, including two angle iron post of size 50 x 50 x 5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bounds of 30 cm with four number high strength of G.I. bolts and nuts of size 10 mm dia and 20 mm long shteet and angle iron post in one piece without joints including all taxes, conveying , fixing in ground with cement concrete in M-15 block of size 60 x 60 x 75 cm as directed by Engineer Incharge. | | 1 | nos |
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