Construction of oulet for RCC canal 38 nos oulet for Earthen canal 32 nos Cross drainage 5 nos Cattle crosssing 8 nos culvert 1 no Acqueduct 1 no of 2 no Makeli FIS Ph-III underSOPD SCSP for the year 2018-19

Amount

Construction of out let for RCC canal(38nos)

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).a. All type of soil except soil mixed with gravel and boulders For normal lead of 30m and lift of 1.50m /

Soiling in foundation floor at all levels including filling interstices,ramming etc complete as thickness with 9 cm brick on flat including sand packing

C. C work in prop 1:3:6 in foundation / abutment / piers / wings wall etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering water with necessary timber shuttering, scaffolding etc. where necessary complete as directed (shuttering, scaffolding cost will be paid separately).

1st Class brick work in cement mortar in abutment and wing wall,parapet wall etc. including racking out joints and curing etc. complete. (A) In proportion 1:3

12 mm cement plastering including clearing surface and curing, complete as directed,

Supplying, fitting, fixing PVC pipes (IS 12818,6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W

Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Pavment will be made after deduction of 12.50 % shrinkage allowance from '

Construction of out let for Earthen canal(32nos)

Earth work in excavation in foundation of canal structures in all type of soil as per design and drawing, dressing the foundation,shoring etc., removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10mm cube with compensation, complete as directed at site (including bailing out stagnant rain water where necessary ). A)AII type of soils (except soil mixed with gravel and boulder) (ii) For normal lead of 60 M and lift of 3.0 M

C.C. work in proportion 1 : 4 : 8 in foundation, abutment, piers, wing wall etc. with hard broken stone agg. of size 13mm to 38mm including curing, bailing out water with necessary timber shuttering, scaffolding etc., where necessary, complete as directed, (shuttering, scaffolding cost will be paid separately).

C.C. work in proportion 1 : 3 : 6 in foundation/abutment/ piers/ wing wall etc. with hard broken stone agg. of size 13mm to 25mm including curing with necessary timber shuttering, scaffolding etc., where necessary, complete as directed, (shuttering, scaffolding cost will be paid separately).

Supply of R.C.C hume pipe with collar manufactured under IS458:1988 class NP2 free from manufacturing defect including carrying within a distance of 50 km loading and unloading at both end s placing at a safe place including all freight,charges etc. complete as directed A(i) 150 mm dia H/P

A(ii) 150 mm dia collar

Labour charge for laying, fitting and fixing Hume Pipe in position with collers including curing and joining the joints in cement mortar in prop. 1:3 as per direction of the department including carrying the same from go down to site (for 30 cm to 60 cm dia)

Centering and shuttering including propping, where necessary and removal of forms after completion of C.C. and R.C.C. works etc. complete as directed (measuremenMo be taken on the face area timbered).

12 mm thick cement plastering including clearing the surface and curing etc. complete as directed.in prop. 1:3

Earth work in back filling of structure with soil obtained from outside borrow pits, filling in 15cm thick layer ramming, dressing, watering including paying compensation of land if any (with lead upto 30 m and lift 1.5m).

Construction of cross Drainage (5Nos)

Earth work in excavation in foundation of canal structures in all type of soil as per design and drawing, dressing the foundation,shoring etc., removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10mm cube with compensation, complete as directed at site (including bailing out stagnant rain water where necessary ). In ordinary soil

Soling in foundation in floor at all levels including filling, intersides, rammingetc. Complete as directed and of specified thickness (a) 9 cm brick flat including packing

C.C. work in proportion 1 :3 : 6 in foundation/abutment/ piers/ wing wall etc. with hard broken stone agg. of size 13mm to 25mm including curing with necessary timber shuttering, scaffolding etc., where necessary, complete as directed, (shuttering, scaffolding cost will be paid separately).

1st class brick work in cement mortar in abutmnt and wing wall, parapet wall etc. and curing etc. complete (in proportion 1:3)

Supply of R.C.C. hume pipe with collar. ( 300mm dia)

Labour for fitting and fixing hume Pipe in proper position with collers including joining the joints in cement mortar in prop. 1:3 and curing as per direction of the department including necessary carrying the same from dodown. ( For 30cm to 60cm dia)

Centering and shuttering including propping, wherS necessary and removal of forms after completion of C.C. and R.C.C. works etc. complete as directed (measurement to be taken on the face area timbered).

12 mm thick cement plastering including clearing the surface and curing etc. complete as directed.in prop

Earth work in back filling of structure with soil obtained from outside borrow pits, filling in 15cm thick layer ramming, dressing, watering including paying compensation ofland if any (with lead upto 30 m and lift 1.5m).

Construction of Cattle Crossing (8Nos)

Earth work in excavation in foundation of canal structures in all type of soil as per design and drawing, dressing the foundation,shoring etc., removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10mm cube with compensation, complete as directed at site (including bailing out stagnant rain water where necessary).

C.C. work in proportion 1 : 4 : 8 in foundation, abutment, piers, wing wall etc. with hard broken stone agg. of size 13mm to 38mm including curing, bailing out water with necessary timber shuttering, scaffolding etc., where necessary, complete as directed, (shuttering, scaffolding cost will be paid separately).

C.C. work in proportion 1 : 3 : 6 in foundation, abutment, piers, wing wall etc. with hard broken stone agg. of size 13mm to 38mm including curing, Dewatering with necessary timber shuttering, scaffolding etc., where necessary, complete as directed, (shuttering, scaffolding cost will be paid separately).

C.C. work in proportion 1 : 2 : 4 in foundation, abutment, piers, wing wall etc. with hard broken stone agg. of size 13mm to 38mm including curing, bailing out water with necessary timber shuttering, scaffolding etc., where necessary, complete as directed, (shuttering, scaffolding cost will be paid separately).

12mm thick cement plastering including clearing the surface and curing etc. complete in proportion 1 : 3

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed

Centering and shuttering including proping etc. where necessary and removal of forms after completion of CC and RCC works as directed complete. ( Measurement to be taken on the face area timbered ).

Earth work in back filling of structures obtained from outside borrow pits, filling in 15cm layers, ramming, dressing, watering including paying compensation of land, if any ( with lead up to 30M and lift 1.50M )

Construction of Box culvert (1No) (Size 7.00mx2.60m)

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, sionna. etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers — easing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary). a.All type of soil except soil mixed with gravel and boulders For normal lead of 30m and lift of 1.50m

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, sionna. etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers — easing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary). a.All type of soil except soil mixed with gravel and boulders For normal lead of 30m and lift of 1.50m

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For Normal Road Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For Normal Road

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For Normal Road for subsequent 80 Kms

Labour charge for spreading of hard river gravel or broken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M, complete as directed.for 1st km of quarry road

With hard broken stone aggregate 13 mm to 38 mm (i) CC work in proportion 1:3.6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying, fitting and fixing in position reinforcement bars conforming to relevant LS. Code for R.C.C work/ R.B waling including straightening, cleaning, cutting and bending proper shapes and length as per details, supling and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. comple

Centenng and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C.

RCC work in slab, abutment cap and above abutment pier cap, pedestals, dirt wall etc. in proportion 1:2:4 with stone aggregate of size 6 mm to 20 mm with proper reinforcement; as per design including necessary curing, dewatering etc. with necessai shuttering, scaffolding etc. where necessary, complete as directed (Shuttering, scaffolding cost will be paid separately).

12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1:3.

Earth work in back filling of structure with soil obtained from outside borrow pits, filling in 15cm thick layer ramming, dressing, watering including paying compensation of land if any (with lead upto 30 m and lift 1.5m).

Construction of Acqueduct

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site.(lncluding bailing out stagnant rain water where necessary). A) In all types of soils (except soil mixed with gravel and boulders.) (i) (For normal lead of 30 m and lift of 1.5 m)

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of 18.2 specifiedthickness with 9 cm brick on flat including sand packing..

CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size ^ 13 mm to 25 mm including curing, dewatering with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 12.2 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary (B)- curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as (it) directed. (Shuttering, scaffolding cost will be paid separately).

Centering aim snuucmig mciuumg prupptiigjiaiuiig, oouuig wiui carui omiig uisiue lace eic anu removal oi y.. forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (ii) With 38 mm thick wood plank

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC workincluding cutting, 12.3 bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1:3.

Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 KM including paying compensation of earth obtained from private land any loading, unloading, spreading the same in embankment in layers not exceeding 15 cm thick including clea light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankm breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).

Construction of 1.50 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed.

M/S. JIYAN ENTERPRISE

M/S. BARNALI TALUKDAR