REVIVAL OF DHARSI F.I.S UNDER RIDF-XXVI_NABARD_FOR THE YEAR 2020-21

Amount

Construction of brick lined Left bank main canal (LMC).

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. (Including 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 1.50 M In all types of soils (except soil mixed with gravel and boulders)

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

IN PROPORTION 1:3:6 (M10) ( C) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 25 M (i) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with broken stone aggregate of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary complete as directed. (Shutterine, scaffoldine cost will be paid separately).

IN PROPORTION 1:2:4 (M15) (A) WITH HARD BROKEN STONE AGGREGATE 6 MM TO 20 MM (i) CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

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

IN PROPORTION 1:2:4 (M15) (A) WITH HARD BROKEN STONE AGGREGATE SIZE 6 MM TO 20 MM (i) RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1 2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design ncluding curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed.

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). (B)(i) Shuttering (Beam) without Prop.

(C) Shuttering of Column

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc.including racking out joints and curing etc. complete as directed. (ii) in proportion 1:3.

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

12 mm cement plastering including clearing surface and curing, complete as directed. (i) in proportion 1:3.

Construction of brick lined Right bank main canal (RMC)

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. (Including 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 1.50 M In all types of soils (except soil mixed with gravel and boulders)

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

IN PROPORTION 1:3:6 (M10) ( C) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 25 M (i) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with broken stone aggregate of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary complete as directed. (Shutterine, scaffoldine cost will be paid separately).

IN PROPORTION 1:2:4 (M15) (A) WITH HARD BROKEN STONE AGGREGATE 6 MM TO 20 MM (i) CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

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

IN PROPORTION 1:2:4 (M15) (A) WITH HARD BROKEN STONE AGGREGATE SIZE 6 MM TO 20 MM (i) RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1 2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design ncluding curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed.

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). (B)(i) Shuttering (Beam) without Prop.

(C) Shuttering of Column

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc.including racking out joints and curing etc. complete as directed. (ii) in proportion 1:3.

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

12 mm cement plastering including clearing surface and curing, complete as directed. (i) in proportion 1:3.

Construction of Low Cost Canal Out Let (@ 30m interval)

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. (Including 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 1.50 M In all types of soils (except soil mixed with gravel and boulders)

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

IN PROPORTION 1:3:6 (M10) ( C) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 25 M (i) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with broken stone aggregate of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary complete as directed. (Shutterine, scaffoldine 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 as directed. (ii) in proportion 1:3.

12 mm cement plastering including clearing surface and curing, complete as directed. (ii) in proportion 1:4.

Supplying, fitting and fixing of 110 mm dia PVC outlet pipes joining pipes with relevant cement, levelling, testing leakage etc. complete as directed as site.

Construction of Cattle Crossing.

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. (Including 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 1.50 M In all types of soils (except soil mixed with gravel and boulders)

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

IN PROPORTION 1:3:6 (M10) ( C) WITH HARD BROKEN STONE AGGREGATE 13 MM TO 25 M (i) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with broken stone aggregate of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary complete as directed. (Shutterine, scaffoldine 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 as directed. (i) in proportion 1:4.

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

IN PROPORTION 1:2:4 (M15) (A) WITH HARD BROKEN STONE AGGREGATE SIZE 6 MM TO 20 MM (i) RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1 2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design ncluding curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed.

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

12 mm cement plastering including clearing surface and curing, complete as directed. (i) in proportion 1:4.

Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers,ramming, dressing, watering including paying compensation of land if any (with normal lead upto 30.00m and lift upto 1.50m)

STRENGTHENING, RAISING OF AFFLUX BUND WITH PROTECTION WORK (L.H.S) OF DHARSi F.I.S. DAMAGED BY FLASH FLOOD SEPT.2014

Earthwork in filling in all soils in plinth, canal 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. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity

Construction of 1.00 M square 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. ( 1 ) With blasted boulders

Collection of hard broken stone of size 13 mm to 38 mm from blasted boulder free from dust and dirt and foreign materials including stacking at quarry site, complete as directed

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed

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

Collection of blasted boulder of size 25 cm to 30 cm including stacking at quarry site, complete as directed.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed

Labour charge for pitching with one man size boulder (25 cm to 30 cm)including dressing and ramming the seat And slope etc. with local carriage of boulder from a distance of 60.00 m with lift upto 3.00 m complete as directed.

REPAIRING OF H.R GATE, REPAIRING OF C.R. GATE and DISMANTLING & CUTTING OF DAMAGED ITEMS

REPAIRING OF H.R GATE Cost of repairing, supply & fabrication of shutter Assembly Head Regulator Gate of Size 1.08 M (B) x 1.42M(H) made of 6 mm M.S skin plate by joining by new skin plate of 5 mm thickness with 8 mm dia. Hole to be drilled at an interval of 150 mm apart on both the verticle & one horizontal side at the bottom at a fixed distance from the edge and M.S channel of size 125 mm x 65 mm x 5 mm for bottom shutter frame 1.08M x 2No.s vertical stiffeners for each assembly complete as directed, having required slots, holes & supply, fitting, fixing of J-Type rubber seal corner 125 mm size with fabricated M.S fastener of 50 mm widely x 8 mm thick having10 mm dia hole at an interval of 150mm , apart of H.R Gate as directed

REPAIRING OF C.R. GATE Cost of repairing supply & fabrication of Shutter Assembly Cross Regulator Gate of Size 1.95M (B) x 1.22M (H) made of 6 mm M.S skin plate by joining by new skin plate 1.00M from, bottom and 1.95M of widely & 0.5M from both side of shutter 1.10M long from top widely 10mm dia hole to be drilled at an interval of 150mm apart on both the vertical sides & one horizontal side at the bottom at a fixed distance from the edge and M.S. channel of size 125mm x 65mm x 5mm for bottom shutter frame 1.95 M x 2 Nos. of Horizontal girder and 1.00M x 5 Nos. vertical stiffeners for each shutter assembly complete as directed having required slots, holes & supply, fitting, fixing of J-type rubber seal corner 125mm size with fabricated M.S fastener of 50 mm widely x 8 mm thick having 10 mm dia hole at interval of 150 mm, apart for C.R Gate as directed.

i) Head Regultor Gate :- Cost of Supply, fitting, fixing of lifting materials & accessories for H.R. Gate including Installation & commissioning.

ii) Cross Regulator Gate :- Cost of supply , fitting, fixing of lifting materials & accessories for C.R. Gate including Installation & commissioning

ETC :- Cost of including labour charge for dismantling , cutting, removing, taking out the damaged H.R& C.R Joist, channel and Hiring machineries etc

Painting:- Providing painting of all steel of shutter assembly of 2 Nos. of H.R. Gate & 3 Nos. of C.R Gate assemblies,plateform, Tool plate ,hand rail etc. with one coat of Primer & two coats of rust preventive steel Paint and as directed.

Supply, Installation & Commissioning the Hand Rail on H.R. Gate & C.R. Gate

MAKBUL HUSSAIN