Unit Rate for the Items For M&R Works of Dam, Canal & Other Water Resources For the year 2026-27(Completed Item)

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl.sorting and stacking useful materials in measurable conditions as directed upto 200mt lead and all lift etc. complete incl.dewatering. (A) IN OVERBURDEN INCL. HARD MURRUM

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl.sorting and stacking useful materials in measurable conditions as directed upto 200mt lead and all lift etc. complete incl.dewatering. (B) IN SOFT ROCK

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl.sorting and stacking useful materials in measurable conditions as directed upto 200mt lead and all lift etc. complete incl.dewatering. (C) IN HARD ROCK

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (A) Concrete (1:3:6) and MSA-40mm (Cement level 220 Kg/Cum)

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (B) Concrete (1:3:6) and MSA-80mm (Cement level 200 Kg/Cum)

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (C) Controlled Concrete grade M-15 and MSA-40mm

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (D) Controlled Concrete grade M-15 and MSA-80mm

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (E) “NOMINAL MIX” Conc. Grade 1:2:4 and MSA – 40 mm

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (F) “NOMINAL MIX” Conc. Grade 1:2:4 and MSA – 80 mm

Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C. work incl. necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete FOR GENERAL PURPOSE. (A) Concrete (1:3:6) and MSA-40mm (Cement level 220 Kg/Cum)

Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C. work incl. necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete FOR GENERAL PURPOSE (b) Concrete (1:3:6) and MSA-80mm (Cement level 200 Kg/Cum)

Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C. work incl. necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete FOR GENERAL PURPOSE. (C ) Concrete Grade 1:2:4 and MSA-40mm

Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C. work incl. necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete FOR GENERAL PURPOSE. (D) Concrete Grade 1:2:4 and MSA-80mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement.FOR PLINTH COURSE & COPING (a) Concrete grade M-15 and MSA-20 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement. FOR PLINTH COURSE & COPING (a) Concrete grade M-15 and MSA-40 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement.FOR PLINTH COURSE & COPING (a) Concrete grade M-20 and MSA-20 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement.FOR PLINTH COURSE & COPING (a) Concrete grade M-20 and MSA-40 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR PIER AND ABT (a) Concrete grade M-15 and MSA-40mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR PIER AND ABT (a) Concrete grade M-20 and MSA-40mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SKIN CONC. FRICTION BLOCKS ST. BASIN (a) Concrete grade M-20 and MSA-20 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SKIN CONC. FRICTION BLOCKS ST. BASIN (a) Concrete grade M-20 and MSA-40 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SKIN CONC. FRICTION BLOCKS ST. BASIN (a) Concrete grade M-25 and MSA-20 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SKIN CONC. FRICTION BLOCKS ST. BASIN (a) Concrete grade M-25 and MSA-40 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessory formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-20 and MSA-20 mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessory formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-20 and MSA-40 mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessory formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-25 and MSA-20 mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessory formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-25 and MSA-40 mm

Providing,cutting,bending,binding and fixing in position as per drawing .TMT BAR , reinforcement for R.C.C. works and anchor bars incl cost of black annealed 16 to 18 BWG M.S..Wire etc.complete with all lead and lift. (A) FE-415

Providing,cutting,bending,binding and fixing in position as per drawing .TMT BAR , reinforcement for R.C.C. works and anchor bars incl cost of black annealed 16 to 18 BWG M.S..Wire etc.complete with all lead and lift. (B) FE-500

Providing,cutting,bending,binding and fixing in position as per drawing .TMT BAR , reinforcement for R.C.C. works and anchor bars incl cost of black annealed 16 to 18 BWG M.S.. Wire etc.complete with all lead and lift. (B) FE-600

Providing and laying uncoursed rubble masonry in cement and sand mortar by mass and machine mixing incl use of header and bond stones etc and incl scaffolding and finishing to required shape and batter end steps etc as per drawing and racking out the ts,curing etc complete in all respect.For all lead & lift (A) In C.M. 1:5 for foundation and super structure.

Providing and laying uncoursed rubble masonry in cement and sand mortar by mass and machine mixing incl use of header and bond stones etc and incl scaffolding and finishing to required shape and batter end steps etc as per drawing and racking out the nts,curing etc complete in all respect.For all lead & lift (B) In C.M. 1:3 for foundation and super structure.

Cement plaster 20mm thick in single coat to stone masonry in C.M. 1:3 incl finishing,curing,scaffolding etc complete. (a) Upto 6.00 Mt height

Cement plaster 20mm thick in single coat to stone masonry in C.M. 1:3 incl nishing,curing,scaffolding etc complete. (b) Above 6.00 Mt height

Cement plaster 10mm thick in single coat to CC/RCC work and brick work on fair side in C.M. 1:3 including finishing,curing,scaffolding etc complete. (a) Upto 6.00 Mt height

Cement plaster 10mm thick in single coat to CC/RCC work and brick work on fair side in C.M. 1:3 including finishing,curing,scaffolding etc complete. (b) Above 6.00 Mt height

Cement pointing in C.M.1:3 to stone masonry after racking out joints 20mm deep incl scaffolding ,watering and curing etc complete. (a) Upto 6.00 Mt height

Cement pointing in C.M.1:3 to stone masonry after racking out joints 20mm deep incl scaffolding ,watering and curing etc complete. (b) Above 6.00 Mt height

Earthwork in embankment using excavated stuff including spreading in uniform layers breaking clods and dressing to design section for all sorts of soil and soft murrum hard murrum for different leads as under and all lifts above GL etc complete but without rolling & watering (a) Lead up to 200 Mt.

Earthwork in embankment using excavated stuff including spreading in uniform layers breaking clods and dressing to design section for all sorts of soil and soft murrum hard murrum for different leads as under and all lifts above GL etc complete but without rolling & watering (b) lead 200 Mt. to 1000 Mt

Earth work in embankment from borrow pits in all sort of soil and soft murrum or other suitable strata as directed incl breaking clods and dressing to the design section with lead as under and all lift incl.site clearance etc comp. For all canal capacity & Without rolling and watering (a) 0 to 30.00Mt. Lead.

Earth work in embankment from borrow pits in all sort of soil and soft murrum or other suitable strata as directed incl breaking clods and dressing to the design section with lead as under and all lift incl.site clearance etc comp. For all canal capacity & Without rolling and watering (b) 30 to 200.0Mt. Lead.

Earth work in embankment from borrow pits in all sort of soil and soft murrum or other suitable strata as directed incl breaking clods and dressing to the design section with lead as under and all lift incl.site clearance etc comp. For all canal capacity & Without rolling and watering (c) 200 to 1000.0Mt. Lead

Providing and laying dry rubble stone pitching without base , inverted filter/murrum bedding and header stone including hand packing & trimming & dressing slopes etc complete a) 15 cms thick stone pitching

Providing and laying dry rubble stone pitching without base , inverted filter/murrum bedding and header stone including hand packing & trimming & dressing slopes etc complete b) 23 cms thick stone pitching

Providing and placing in position by cranes/manual, mechanically doubly twisted highly galvanized, without PVC coating "GABIONS" of size mention below, made of mesh size 10x12mm woven wire as per ASTMA-975-97 including providing and laying stones of size not less than 25 kg in the gabions and arranging the same as instructed in the breached section or such other locations/ structures,etc complete incl dressing the slope,minor earth filling. (a) 1.0x1.0x1.0 mt (Total weight=1664.00 Kg )

Providing and placing in position by cranes/manual, mechanically doubly twisted highly galvanized, without PVC coating "GABIONS" of size mention below, made of mesh size 10x12mm woven wire as per ASTMA-975-97 including providing and laying stones of size not less than 25 kg in the gabions and arranging the same as instructed in the breached section or such other locations/ structures,etc complete incl dressing the slope,minor earth filling (b) 1.0x1.0x0.6 mt (Total weight=999.00 Kg )

Providing and placing in position by cranes/manual, mechanically doubly twisted highly galvanized, without PVC coating "GABIONS" of size mention below, made of mesh size 10x12mm woven wire as per ASTMA-975-97 including providing and laying stones of size not less than 25 kg in the gabions and arranging the same as instructed in the breached section or such other locations/ structures,etc complete incl dressing the slope,minor earth filling (c) 1.0x1.0x0.3 mt (Total weight=499.00 Kg )

Clearing the shrubs like Akadas, weed, and other vegetation including depositing the same out side and burning etc. complete from canal bed & both side slopes and upto outer toe of the bank. (For canal and drains ) (A) Upto 0.56 cumecs

Clearing the shrubs like Akadas, weed, and other vegetation including depositing the same out side and burning etc. complete from canal bed & both side slopes and upto outer toe of the bank. (For canal and drains ) (B) Above 0.56 to 7.00 Cumecs.

Clearing the shrubs like Akadas, weed, and other vegetation including depositing the same out side and burning etc. complete from canal bed & both side slopes and upto outer toe of the bank. (For canal and drains ) (C) Above 7.00 Cumecs

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (A) UPTO 2 YEARS OLD (a) For Light Dense.

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (A) UPTO 2 YEARS OLD (b) For Medium Dense.

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (B) MORE THAN 2 YEARS OLD (a) For Light Dense

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (B) MORE THAN 2 YEARS OLD (b) For Medium Dense.

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (B) MORE THAN 2 YEARS OLD (c) For Heavy Dense.

Clearing the silt from canal /drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly on spoil bank for utilizing the same for preparing the bund after bracking the clods as and where directed for lead upto 30 mt and lift as under. ( Excluding weed cutting ) (a) Depth 0.0 to 3.0 Mt.

Clearing the silt from canal /drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly on spoil bank for utilizing the same for preparing the bund after bracking the clods as and where directed for lead upto 30 mt and lift as under. ( Excluding weed cutting ) (b) Depth 3.0 to 6.0 Mt

Clearing the silt from canal /drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly on spoil bank for utilizing the same for preparing the bund after bracking the clods as and where directed for lead upto 30 mt and lift as under. ( Excluding weed cutting ) (c) Depth 6.0 to 9.0 Mt

Clearing the silt from canal /drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly on spoil bank for utilizing the same for preparing the bund after bracking the clods as and where directed for lead upto 30 mt and lift as under. ( Excluding weed cutting ) (d) For Depth additional 3.0 Mt. lift.

Extra lead charges for transporting the borrow area/excavted usable materials for earthen dam beyond the basic lead of 1.0 Km up to 5.0 Km for each additional Km or part there of inclusive of all lift etc complete.

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl sorting and stacking useful materials as directed upto 30 mt lead etc. complete incl.dewatering. (In overburdenincluding hard murrum) (For all type canal & foundation trenches of C.D. works) (a) 0.0 to 3.0 Mt. depth

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl sorting and stacking useful materials as directed upto 30 mt lead etc. complete incl.dewatering. (In overburdenincluding hard murrum) (For all type canal & foundation trenches of C.D. works) (b) 3.0 to 6.0 Mt. depth.

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl sorting and stacking useful materials as directed upto 30 mt lead etc. complete incl.dewatering. (In overburdenincluding hard murrum) (For all type canal & foundation trenches of C.D. works) (c) above 6.0 Mt. depth

Providing and laying dry rubble stone pucca pitching without base , inverted filter and header stone but with 10 cms thick murrum layer ( for base ) incl.hand packing and trimming & dressing slopes etc complete. a) 15 cms thick stone pitching with pointing in C.M. 1:2

roviding and laying dry rubble stone pucca pitching without base , inverted filter and header stone but with 10 cms thick murrum layer ( for base ) incl.hand packing and trimming & dressing slopes etc complete. b) 23 cms thick stone pitching with pointing in C.M. 1:2

Providing and laying dry rubble stone pucca pitching without base , inverted filter and header stone but with 10 cms thick murrum layer ( for base ) incl.hand packing and trimming & dressing slopes etc complete. c) 30 cms thick stone pitching with pointing in C.M. 1:2

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 300 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 450 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 600 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 750/800 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 900 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 1100 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 1200 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 1400 mm dia.

Care & diversion of river/creek incl. required dewatering during construction of earthen dam, C.O.T. and allied works as prescribed and directed etc. complete.

Cutting down tree of different girth (Periphery) to be measured at 1.00 Mt. above ground level including grubbing and removing the roots completely and backfill with earth &compaction including depositing the materials as & where directed upto lead of 500.00mt. etc complete.(a) 30Cm to 50Cm.

Cutting down tree of different girth (Periphery) to be measured at 1.00 Mt. above ground level including grubbing and removing the roots completely and backfill with earth &compaction including depositing the materials as & where directed upto lead of 500.00mt. etc complete. (b) 50Cm to 75Cm.

Cutting down tree of different girth (Periphery) to be measured at 1.00 Mt. above ground level including grubbing and removing the roots completely and backfill with earth &compaction including depositing the materials as & where directed upto lead of 500.00mt. etc complete. (c) 75Cm to 100Cm

Cutting down tree of different girth (Periphery) to be measured at 1.00 Mt. above ground level including grubbing and removing the roots completely and backfill with earth &compaction including depositing the materials as & where directed upto lead of 500.00mt. etc complete. (d) Additional 25 Cm or part of theme

Item Description

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl.sorting and stacking useful materials in measurable conditions as directed upto 200mt lead and all lift etc. complete incl.dewatering. (A) IN OVERBURDEN INCL. HARD MURRUM

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl.sorting and stacking useful materials in measurable conditions as directed upto 200mt lead and all lift etc. complete incl.dewatering. (B) IN SOFT ROCK

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl.sorting and stacking useful materials in measurable conditions as directed upto 200mt lead and all lift etc. complete incl.dewatering. (C) IN HARD ROCK

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (A) Concrete (1:3:6) and MSA-40mm (Cement level 220 Kg/Cum)

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (B) Concrete (1:3:6) and MSA-80mm (Cement level 200 Kg/Cum)

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (C) Controlled Concrete grade M-15 and MSA-40mm

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (D) Controlled Concrete grade M-15 and MSA-80mm

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (E) “NOMINAL MIX” Conc. Grade 1:2:4 and MSA – 40 mm

Prov. & Laying in position cement concrete using cement ,sand and crushed metal coarse aggregate by mass and machine mix for PCC/RCC including necessary formworks compaction by vibrator,curing as directed with all lead & lift etc complete. (Excluding cost of steel ) FOR .BODY WALL, APRON, TRAINING WALL, SIDE WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC. (F) “NOMINAL MIX” Conc. Grade 1:2:4 and MSA – 80 mm

Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C. work incl. necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete FOR GENERAL PURPOSE. (A) Concrete (1:3:6) and MSA-40mm (Cement level 220 Kg/Cum)

Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C. work incl. necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete FOR GENERAL PURPOSE (b) Concrete (1:3:6) and MSA-80mm (Cement level 200 Kg/Cum)

Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C. work incl. necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete FOR GENERAL PURPOSE. (C ) Concrete Grade 1:2:4 and MSA-40mm

Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, sand and crushed aggregate by mass and machine mix for C.C. work incl. necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete FOR GENERAL PURPOSE. (D) Concrete Grade 1:2:4 and MSA-80mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement.FOR PLINTH COURSE & COPING (a) Concrete grade M-15 and MSA-20 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement. FOR PLINTH COURSE & COPING (a) Concrete grade M-15 and MSA-40 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement.FOR PLINTH COURSE & COPING (a) Concrete grade M-20 and MSA-20 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement.FOR PLINTH COURSE & COPING (a) Concrete grade M-20 and MSA-40 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR PIER AND ABT (a) Concrete grade M-15 and MSA-40mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR PIER AND ABT (a) Concrete grade M-20 and MSA-40mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SKIN CONC. FRICTION BLOCKS ST. BASIN (a) Concrete grade M-20 and MSA-20 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SKIN CONC. FRICTION BLOCKS ST. BASIN (a) Concrete grade M-20 and MSA-40 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SKIN CONC. FRICTION BLOCKS ST. BASIN (a) Concrete grade M-25 and MSA-20 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SKIN CONC. FRICTION BLOCKS ST. BASIN (a) Concrete grade M-25 and MSA-40 mm.

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessory formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-20 and MSA-20 mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessory formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-20 and MSA-40 mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessory formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-25 and MSA-20 mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessory formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement FOR SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-25 and MSA-40 mm

Prov. and Laying in position Controlled cement concrete using cement, sand and crushed aggregate by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc complete Excluding the cost of reinforcement but filling the expantion joint with asphalt. FOR WEARING COATS i) Concrete grade M-20 and MSA-20 mm

Providing,cutting,bending,binding and fixing in position as per drawing M.S. STEEL BAR reinforcement for R.C.C. works and anchor bars incl cost of black annealed 16 to 18 BWG M.S..Wire etc.complete with all lead and lift.

Providing,cutting,bending,binding and fixing in position as per drawing H.Y.S.D. BAR reinforcement for R.C.C. works and anchor bars incl cost of black annealed 16 to 18 BWG M.S.. Wire etc.complete with all lead and lift.

Providing,cutting,bending,binding and fixing in position as per drawing .TMT BAR , reinforcement for R.C.C. works and anchor bars incl cost of black annealed 16 to 18 BWG M.S..Wire etc.complete with all lead and lift. (A) FE-415

Providing,cutting,bending,binding and fixing in position as per drawing .TMT BAR , reinforcement for R.C.C. works and anchor bars incl cost of black annealed 16 to 18 BWG M.S..Wire etc.complete with all lead and lift. (B) FE-500

Providing,cutting,bending,binding and fixing in position as per drawing .TMT BAR , reinforcement for R.C.C. works and anchor bars incl cost of black annealed 16 to 18 BWG M.S.. Wire etc.complete with all lead and lift. (B) FE-600

Providing and laying uncoursed rubble masonry in cement and sand mortar by mass and machine mixing incl use of header and bond stones etc and incl scaffolding and finishing to required shape and batter end steps etc as per drawing and racking out the ts,curing etc complete in all respect.For all lead & lift (A) In C.M. 1:5 for foundation and super structure.

Providing and laying uncoursed rubble masonry in cement and sand mortar by mass and machine mixing incl use of header and bond stones etc and incl scaffolding and finishing to required shape and batter end steps etc as per drawing and racking out the nts,curing etc complete in all respect.For all lead & lift (B) In C.M. 1:3 for foundation and super structure.

Cement plaster 20mm thick in single coat to stone masonry in C.M. 1:3 incl finishing,curing,scaffolding etc complete. (a) Upto 6.00 Mt height

Cement plaster 20mm thick in single coat to stone masonry in C.M. 1:3 incl nishing,curing,scaffolding etc complete. (b) Above 6.00 Mt height

Cement plaster 10mm thick in single coat to CC/RCC work and brick work on fair side in C.M. 1:3 including finishing,curing,scaffolding etc complete. (a) Upto 6.00 Mt height

Cement plaster 10mm thick in single coat to CC/RCC work and brick work on fair side in C.M. 1:3 including finishing,curing,scaffolding etc complete. (b) Above 6.00 Mt height

Cement pointing in C.M.1:3 to stone masonry after racking out joints 20mm deep incl scaffolding ,watering and curing etc complete. (a) Upto 6.00 Mt height

Cement pointing in C.M.1:3 to stone masonry after racking out joints 20mm deep incl scaffolding ,watering and curing etc complete. (b) Above 6.00 Mt height

Providing and laying graded filters of sand,gravel/metal and over size metal ( 100 to 150 mm) behind the retaining wall & wing walls as directed as per approved drawing with all lead and lifts etc complete

Providing and fixing in position 100/110 mm dia PVC Pipe weep holes in the retaining walls.

Providing and laying 15cm thick STONE SOLING below apron using stone weighing not less than 20 Kg or as specified as per design and drawing incl hand packing etc complete with all lead and lift.

Providing and laying STONE LOANCHING APRON by using 50 Percentage stone which having weighing not less than 40 Kg or as specified incl hand packing and filling the interstices by spouls etc complete with all lead and lift.

Providing and fixing in position white marble plate of size 45x45x1.8 cm incl ingraving the letters as per drawing/as directed etc complete.

Drilling 25mm dia holes at distance as specified and depth upto 3.0mt for check dam foundation & fixing anchor bars of specified diameter with cement grout incl cleaning holes as directed etc.(excluding cost of bars)

Item Description

Earthwork in embankment using excavated stuff including spreading in uniform layers breaking clods and dressing to design section for all sorts of soil and soft murrum hard murrum for different leads as under and all lifts above GL etc complete but without rolling & watering (a) Lead up to 200 Mt.

Earthwork in embankment using excavated stuff including spreading in uniform layers breaking clods and dressing to design section for all sorts of soil and soft murrum hard murrum for different leads as under and all lifts above GL etc complete but without rolling & watering (b) lead 200 Mt. to 1000 Mt

Earth work in embankment from borrow pits in all sort of soil and soft murrum or other suitable strata as directed incl breaking clods and dressing to the design section with lead as under and all lift incl.site clearance etc comp. For all canal capacity & Without rolling and watering (a) 0 to 30.00Mt. Lead.

Earth work in embankment from borrow pits in all sort of soil and soft murrum or other suitable strata as directed incl breaking clods and dressing to the design section with lead as under and all lift incl.site clearance etc comp. For all canal capacity & Without rolling and watering (b) 30 to 200.0Mt. Lead.

Earth work in embankment from borrow pits in all sort of soil and soft murrum or other suitable strata as directed incl breaking clods and dressing to the design section with lead as under and all lift incl.site clearance etc comp. For all canal capacity & Without rolling and watering (c) 200 to 1000.0Mt. Lead

Dismantling stone/brick masonry & stacking of useful and unuseful material from the dismantled materials as directed etc complete. (a) In cement mortar

Dismantling C.C. foundation or flooring sorting & stacking useful and unuseful material in lead upto 200mt as directed etc. complete.

Providing epoxy plaster 6 to 8mm min.thickness incl filling of all pot-holes /ditches with epoxy mortar upto req. depth by using resin:hardner:aggregates confirming to IS-9162 in proportion 0.7:0.3:6.5,by weight on exposed damaged old and rough surface of pillway/canal strs with proper application of necessary primer coat of resin and hardener in proportion of 2:1 by weight confirming to IS-9197 to give proper bond between old surface and epoxy plaster incl necessary cleaning, cheeping of old surface incl scaffolding, tools bars for the job with labour incl all lead and lift etc complete in all condition dry and wet.

Providing and laying dry rubble stone pitching without base , inverted filter/murrum bedding and header stone including hand packing & trimming & dressing slopes etc complete a) 15 cms thick stone pitching

Providing and laying dry rubble stone pitching without base , inverted filter/murrum bedding and header stone including hand packing & trimming & dressing slopes etc complete b) 23 cms thick stone pitching

Providing and placing in position by cranes/manual, mechanically doubly twisted highly galvanized, without PVC coating GABIONS of size mention below, made of mesh size 10x12mm woven wire as per ASTMA-975-97 including providing and laying stones of size not less than 25 kg in the gabions and arranging the same as instructed in the breached section or such other locations/ structures,etc complete incl dressing the slope,minor earth filling. (a) 1.0x1.0x1.0 mt, Total weight 1664.00 Kg

Providing and placing in position by cranes/manual, mechanically doubly twisted highly galvanized, without PVC coating GABIONS of size mention below, made of mesh size 10x12mm woven wire as per ASTMA-975-97 including providing and laying stones of size not less than 25 kg in the gabions and arranging the same as instructed in the breached section or such other locations/ structures,etc complete incl dressing the slope,minor earth filling (b) 1.0x1.0x0.6 mt, Total weight 999.00 Kg

Providing and placing in position by cranes/manual, mechanically doubly twisted highly galvanized, without PVC coating GABIONS of size mention below, made of mesh size 10x12mm woven wire as per ASTMA-975-97 including providing and laying stones of size not less than 25 kg in the gabions and arranging the same as instructed in the breached section or such other locations/ structures,etc complete incl dressing the slope,minor earth filling (c) 1.0x1.0x0.3 mt, Total weight 499.00 Kg

Hire charge for JCB-80, excavated machine including rate of operator, consumables and fules etc (Engaging J.C.B. for Excavation of Trial Pits)

Clearing the shrubs like Akadas, weed, and other vegetation including depositing the same out side and burning etc. complete from canal bed & both side slopes and upto outer toe of the bank. (For canal and drains ) (A) Upto 0.56 cumecs

Clearing the shrubs like Akadas, weed, and other vegetation including depositing the same out side and burning etc. complete from canal bed & both side slopes and upto outer toe of the bank. (For canal and drains ) (B) Above 0.56 to 7.00 Cumecs.

Clearing the shrubs like Akadas, weed, and other vegetation including depositing the same out side and burning etc. complete from canal bed & both side slopes and upto outer toe of the bank. (For canal and drains ) (C) Above 7.00 Cumecs

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (A) UPTO 2 YEARS OLD (a) For Light Dense.

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (A) UPTO 2 YEARS OLD (b) For Medium Dense.

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (A) UPTO 2 YEARS OLD (c) For Heavy Dense

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (B) MORE THAN 2 YEARS OLD (a) For Light Dense

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (B) MORE THAN 2 YEARS OLD (b) For Medium Dense.

Jungle clearance of specified category and bushes for canal/dam work as directed with depositing material etc complete. (Excluding tree of grith above 0.5 mt) (B) MORE THAN 2 YEARS OLD (c) For Heavy Dense.

Clearing the silt from canal /drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly on spoil bank for utilizing the same for preparing the bund after bracking the clods as and where directed for lead upto 30 mt and lift as under. ( Excluding weed cutting ) (a) Depth 0.0 to 3.0 Mt.

Clearing the silt from canal /drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly on spoil bank for utilizing the same for preparing the bund after bracking the clods as and where directed for lead upto 30 mt and lift as under. ( Excluding weed cutting ) (b) Depth 3.0 to 6.0 Mt

Clearing the silt from canal /drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly on spoil bank for utilizing the same for preparing the bund after bracking the clods as and where directed for lead upto 30 mt and lift as under. ( Excluding weed cutting ) (c) Depth 6.0 to 9.0 Mt

Clearing the silt from canal /drain bed by digging the same to the required bed level and gradient including depositing the excavated earth regularly on spoil bank for utilizing the same for preparing the bund after bracking the clods as and where directed for lead upto 30 mt and lift as under. ( Excluding weed cutting ) (d) For Depth additional 3.0 Mt. lift.

Desilting of various structures of canal and distribution system including depositing the same as directed with all lift and lead for canal syphone,air vent,Turn Out Kundies etc complete.

Earthwork in embankment from borrow pits in all sorts of soil and soft murrum including spreading breaking clods dressing to the design section with lead up to 50mt. and all height of embankment above ground level for isolated works,repair works and manual works. ( For emergency situation only. )

Providing murrum including spreading the same and dressing the side slope & top surface in required grade and camber with lead upto 1.0 km etc complete

Extra lead charges for transporting the borrow area/excavted usable materials for earthen dam beyond the basic lead of 1.0 Km up to 5.0 Km for each additional Km or part there of inclusive of all lift etc complete.

Cleaning the canal bed and both side slopes (in muddy condition) scrapping out the shovel, pine, luies, Kadusalo and other vegetation by means of manual including silt and depositing the same up to lead of 30mt. and all lift etc complete.

Dewatering for earthen dam and allied works,foundation areas,pits,trenches etc incl cost of pumping machineries, pipe lines,labours diesel/electricity/DG set, etc complete.

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl sorting and stacking useful materials as directed upto 30 mt lead etc. complete incl.dewatering. (In overburdenincluding hard murrum) (For all type canal & foundation trenches of C.D. works) (a) 0.0 to 3.0 Mt. depth

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl sorting and stacking useful materials as directed upto 30 mt lead etc. complete incl.dewatering. (In overburdenincluding hard murrum) (For all type canal & foundation trenches of C.D. works) (b) 3.0 to 6.0 Mt. depth.

Excavation in all sort of strata and formations incl. depositing the unuseful excavated stuff as and where directed incl sorting and stacking useful materials as directed upto 30 mt lead etc. complete incl.dewatering. (In overburdenincluding hard murrum) (For all type canal & foundation trenches of C.D. works) (c) above 6.0 Mt. depth

Providing dummy bunds and gutter along the canal in all type of soil and murrum for proper drainage and using the excavated materials as directed etc complete with all lead and lift

Providing and laying dry rubble stone pucca pitching without base , inverted filter and header stone but with 10 cms thick murrum layer ( for base ) incl.hand packing and trimming & dressing slopes etc complete. a) 15 cms thick stone pitching with pointing in C.M. 1:2

roviding and laying dry rubble stone pucca pitching without base , inverted filter and header stone but with 10 cms thick murrum layer ( for base ) incl.hand packing and trimming & dressing slopes etc complete. b) 23 cms thick stone pitching with pointing in C.M. 1:2

Providing and laying dry rubble stone pucca pitching without base , inverted filter and header stone but with 10 cms thick murrum layer ( for base ) incl.hand packing and trimming & dressing slopes etc complete. c) 30 cms thick stone pitching with pointing in C.M. 1:2

Supplying of rubble at work site.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 300 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 450 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 600 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 750/800 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 900 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 1100 mm dia.

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 1200 mm dia.

Item Description

Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in standard lengths of following Diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to Site, and jointing in proper position, grade and alignment at all level as directed by Engineer-in-charge including all labour, giving hydraulic testing as per ISI code. NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.a) 1400 mm dia.

Providing and laying brick masonry using std. modular brunt bricks (2nd class) and cement mortar by mass incl striking out joints,curing,finishing and scaffolding etc. complete. a) In C.M. 1:5 for all lead and lifts

Cleaning of the honey comb /Female wasp,from Dam ,spillway gates,its assembly,foot bridge ,plateform, H.R.gates , & Canal structures,& buildings &any other structures one times of heonycomb one no.

Providing TRACTOR WITH TRAILER (40 BHP & 3.0 Cum capacity) for transportation, rehandling, spreading and other work including driver, fuel, oil, tall tax and other taxes on site of work as per direction.

Providing & Supplying of Empty Cement Bag at site.

Care and diversion of river or creek incl. required dewatering during construction of earthen dam, C.O.T. and allied works as prescribed and directed etc. complete.

Providing motorable service road during construction period as directed with necessary earth work, jungle cutting and maintenance as required etc complete.

Excavation for deepening of pond/check dam including depositing excavated material Lead up to 1 Km. With all lift.etc complited as per instruction of engineer in charge.

Providing EXCAVATOR - 200 for Excavation, rehandling, spreading and other work including driver, fuel, oil, tall tax and other taxes on site of work as per direction.

Cutting down tree of different girth (Periphery) to be measured at 1.00 Mt. above ground level including grubbing and removing the roots completely and backfill with earth &compaction including depositing the materials as & where directed upto lead of 500.00mt. etc complete.(a) 30Cm to 50Cm.

Cutting down tree of different girth (Periphery) to be measured at 1.00 Mt. above ground level including grubbing and removing the roots completely and backfill with earth &compaction including depositing the materials as & where directed upto lead of 500.00mt. etc complete. (b) 50Cm to 75Cm.

Cutting down tree of different girth (Periphery) to be measured at 1.00 Mt. above ground level including grubbing and removing the roots completely and backfill with earth &compaction including depositing the materials as & where directed upto lead of 500.00mt. etc complete. (c) 75Cm to 100Cm

Cutting down tree of different girth (Periphery) to be measured at 1.00 Mt. above ground level including grubbing and removing the roots completely and backfill with earth &compaction including depositing the materials as & where directed upto lead of 500.00mt. etc complete. (d) Additional 25 Cm or part of theme

Providing, fabricating and erecting in position service gate and emergency gate incl cost of embedded parts, hoisting arrangement, finishing etc as per design and drawing with one coat of primer and two coats of anti corrosive black epoxy paints etc complete

Transporting including rehandling and spreading of the useful excavated materials of C.O.T.,Spillway foundation, Approach channel, Tail channel,HR,inspection road,approch road, etc for embankment raising including spreading in uniform layers of specified thickness, dressing, breaking clods & rolling at requisite moisture content to required dry density with suitable type of roller and watering at OMC for lead upto 1.0 km and all lift etc complete.

Quarring,trasporting & laying horizontal and inclined sand filter of required gradation in earthen dam in layers of specified thickness incl.required watering ,light rolling for all lead and lift etc complete.

Compaction of embankment work at requisite moisture content to the required dry density using rollers of suitable type at OMC standard inclusive of necessary spreading, dressing, rolling as directed with all lead and lifts etc complete.

Strengthening and repairing to cracks in masonry and concrete structure of dams, like waste weir, HR, piers, bridge, etc. by injecting neat epoxy resin and hardener in ratio 2:1 under pressure 3 to 7 kg/cm2 and pointing with silica mortar with proportion in 1:1/2:6(1resin 1/2 hardener, &6silica) etc.completed

Providing & fixing Guard stone of Precast C.C. M-15 I.R.C. standard & design 75X20X20 Cm. including white washing etc complete. (a) In Earth

Providing & fixing Boundry stone of Precast C.C. M-15 I.R.C. standard & design 75X20X20 Cm. including white washing etc complete. (a) In Earth

Jungle clearance (Ganda Baval etc) of Light/heavy dence (work done by manually or by machinery ) including grabbing of & removing the roots & girth completely from the ground & back fill with earth & making surface good as directed including depositing & removing the material away from the site of work at own risk and cost as and where directed etc completed for following. (a) Light density

(b) Heavy density

Providing service for security of canal system and maintaining smoothly irrigation water distribution including operating canal regulators and outlets in suitable shifts/round the clock as per instruction of engineer in charge.

Labour charses for the clearing , serviving and applying grease to stem rod with clams, screw rod, gear box with replacing oil & all other movable parts for HR gate all size etc. For H.R. gates.

Removing plaster including racking out joints 20mm deep etc complete. a) Cement Plaster

b) Lime Plaster

Removing cement pointing including racking out joints 20mm deep etc complete.

Dismantling the existing RCC pipes including sorting out and stacking of the usefull material ( Pipe) measureable conditions upto lead 200 mt. as directed under the specification. (i) 255mm to 400mm diameter.

(ii) 450mm to 600mm diameter

(iii) 650mm to 900mm diameter

(iv) 1000mm to 1200mm diameter

Surveying including chaining, ranging, leveling, Jungle cutting etc. complete. Alignments survey with cross section at 30mt interval.

Surveying including chaining, ranging, leveling, Jungle cutting etc. complete. Alignments survey with cross section at 10mt interval.

Survying by TOTAL STATION including measuring of alingment of earthan dam/canal and creating the cross section and longitudinal section profile at 30mt interval/or closer as directe and plotting etc complete.The survey work shall be carried out for 150mt distance on both side.

Survey by using own total station instument for the topographical and contour survey work in 30x30mt grid with 0.5mt contour interval, locating all existing features with preparation and submission of survey drawing in AO size sheet in one hard & soft copy etc complete.

Survey by using own total station instument for the topographical and contour survey work in 10x10mt grid with 0.5mt contour interval,locating all existing features with preparation and submission of survey drawing in AO size sheet in one hard & soft copy etc complete.

Preparing of Cross-sections and computing L-Section and submission in required size paper etc complete. (i) Computing cross-section by soft ware 30m interval and submission by Softcopy.

(ii) Cross-section Printout A3 Size (Extra copy)

(iii) Cross-section Printout A4 Size (Extra copy)

Computing L-Section as directed by Engineer -in charge and submission in charge and submission in A3 or above size paper

(i) A3 Size (Extra Copy)

(ii) A2 Size (Extra Copy)

(iii) A1 Size (Extra Copy)

(vi) A0 Size (Extra Copy)

Extra for over and above Item no 16A & 16B ,Computing Earth Work / Excavation Quantity as directed by Engineer - in charge and submission in three copies.

Item Description

Surveying by DGPS including measuring of alingment of earthen dam/canal/proposed checkdam and creating the cross section and longitudinal section profile at 30 mt interval/or closer as directed and plotting etc complete. The survey work shall be carried out for 150 mt distance on both side.

Surveying by using own DGPS instrument for the topographical and contour survey work in 30 x 30 mt grid with 0.50 mt contour interval, location all existing features with preparation and submission of survey drawing in A0 size sheet in one hard & soft copy etc complete.

Surveying by using own DGPS instrument for the topographical and contour survey work in 10 x 10 mt grid with 0.50 mt contour interval, location all existing features with preparation and submission of survey drawing in A0 size sheet in one hard & soft copy etc complete.

Engaging unskilled labour( labour comm. rate)

Engaging semi skilled labour( labour comm. rate)

Providing servise for Gate operation, revenue receipt collection canal water supply management information regarding disputes or mis-management or any damages )is any ) during irrigation period from various M.I. scheme on daily basis or more frequent as directed for irrigation scheme.

Providing service for gate operation revenue receipt collection canal water supply management information regarding disputes or Mis-+ management or any damage (is any) during irrigation period from various M.I scheme on daily basis or more frequent as directed for for irrigation scheme.

Distempering withdry distemper o approved brandand manufacture (twocoats) andof requiredshadeonwall surfacesof givenanevenshade, over and includinga primingcoat ofwhitingafter thoroughlybrooming the surface free frommortar dropping and other foreignmatter.

Finishingwallwithwater proofingcement paint of on wall surfaces(Twocoats) togiveanapprovedbrand and manufacture and of required shape even shade after thoroughlybrushing the surface to removeall dirt and remains of loose powered materials.

Wall painting(twocoats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surface to give an even shade including throughly brushing the surface free frommortar droppings and other foreign matter and sand papered smooth.

White washing with lime on wall surface (twocoats) togive aneven shade including thoroughly booming the surface to remove all dirt,dust;mortar drops and other foreign matter.

Painting one coats(excluding priming coat)on previouslypainted steel and other metal surface with enamel paint,brushing togive aneven shade includingcleaning thesurface of all dirt, dust and other foreign matter.

Hire charges for Crane

Diesel Generator set(93 BHP)