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Online Quotation For Annual Rates For The Items Of M & R Works Of Mis, Checkdam,Vt ,Pt Canals/ Structures Etc. (Completed Items) For The Year 2025-26-1-A 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 1-B 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 1-C 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 2-A 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) 2-B 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, SIDEWALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC.(B) Concrete (1:3:6) and MSA-80mm (Cement level 200 Kg/Cum) 2-C 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 2-D 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 2-E 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 2-F 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, SIDEWALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC.(F) “NOMINAL MIX” Conc. Grade 1:2:4 and MSA – 80 mm 3-A 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) 3-B 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) 3-C 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 3-D 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 4-A 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. 4-B 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 necessaryformworks 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. 4-C 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. 4-D 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. 5-A 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 5-B 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 6-A 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. 6-B 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. 6-C 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 Concrete grade M-25 and MSA-20 mm. 6-D 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 necessaryformworks 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 Concrete grade M-25 and MSA-40 mm. 7-A 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 SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-20 and MSA-20 mm 7-B 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 SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-20 and MSA-40 mm 7-C 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 SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-25 and MSA-20 mm 7-D 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 necessoryformworks 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 8 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 9 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 lead and lift. 10 Providing,cutting,bending,binding and fixing in position as per drawing H.Y.S.D. BAR reinforcement for R.C. works and anchor bars incl cost of black annealed 16 18 BWG M.S.. Wire etc.complete with all lead and lift. 11-A 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 11-B 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 11-C 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 12-A 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. 12-B 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. 13-A 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 13-B 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 14-A 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 14-B 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 15-A 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 15-B 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 16 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 17 Providing and fixing in position 100/110 mm dia PVC Pipe weep holes in the retaining walls. 18 Earthwork / Back filling with selected earth brought from out side borrow area ,or from excavated useful material including watering ramming, Compaction with pneumatic temping and all lead and lift etc complete. 19 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. 20 Providing and laying STONE LOANCHING APRON by using 50% 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. 21 Providing and fixing in position white marble plate of size 45x45x1.8 cm incl ingraving the letters as per drawing/as directed etc complete. 22 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 cleaningholes as directed etc.(excluding cost of bars) 23-A 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. 23-B 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 24-A 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. 24-B 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. 24-C 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 25 Dismantling stone/brick masonry & stacking of useful and unuseful material from the dismantled materials as directed etc complete. (a) In cement mortar 26 Dismantling C.C. foundation or flooring sorting & stacking useful and unuseful material in lead upto 200mt as directed etc. complete. 27 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. 28-A 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 28-B 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 29-A 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 ) 29-B Providing and placing in position by cranes/manual, mechanically doubly twisted highly galvanized, without PVC coating GABIONS of size mention below, made of mesh size10x12mm 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 breachedsection 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 ) 29-C 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 ) 30 Hire charge for JCB-80, excavated machine including rate of operator, consumables and fules etc (Engaging J.C.B. for Excavation of Trial Pits) 31-A 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 31-B 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. 31-C 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 32-A 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. 32-B 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. 32-C 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 32-D 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 32-E 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. 32-F 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. 33-A 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. 33-B 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 thesame 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 33-C 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 33-D 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. 34 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. 35 Earthwork in embankment from borrow pits in all sorts 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. ) 36 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. 36-A Extra lead charges for transporting the borrow area/excavated 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. 37 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. 38 Dewatering for earthen dam and allied works,foundation areas,pits,trenches etc incl cost of pumping achineries, pipe lines,labours diesel/electricity/DG set, etc complete. 39-A 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 39-B 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. 39-C 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 40 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. 41-A 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 41-B 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 41-C 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 42 Supplying of rubble at work site. 43-A 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. 43-B 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. 43-C 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. 43-D 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. 43-E 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. 43-F 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. 43-G 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. 43-H 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. 44 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 45 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. 46 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. 47 Providing & Supplying of Empty Cement Bag at site. 48 Filling the empty bag filled with good selected earth or sand including stitching and laying or stacking as and where directed with all lead and lift etc. complete. 49 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. 50 Providing motorable service road during construction period as directed with necessary earth work, jungle cutting and maintenance as required etc complete. 51 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. 52 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. 53-A 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. 53-B 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. 53-C 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 53-D 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 54 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 55 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. 56 Quaring,transporting & spreading selected materials from borrow area for raising of embankment work in homogeneous section in uniform layers of specified thickness (up to 23cm) as directed including dressing breaking clods and rolling at requisite moisture contents to required dry density with roller of suitable type and watering at OMC for lead upto 1.0 km and all lifts etc complete. 57 Quaring,transporting & spreading selected materials from borrow area for raising of embankment work in casing zone section in uniform layers of specified thickness (up to 23cm)as directed incl.dressing breaking clods and rolling at requisite moisture contents to required dry density with roller of suitable type and watering at OMC for lead upto 1.0 km and all lifts etc complete. 58 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. 59 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.
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