BSP_Main canal_Construction of land barrel and aqueduct from ch_1130m to ch_1500m including reforming the existing road and CD works _Balance Works

Amount

APPENDIX A- 1.Construction of Aquaduct from Ch.1184.5m to 1369.5 And 1469.5 to 1500m.

2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

50.5.33.1 : Providing and laying in position machine batched and machine mixed design mix M- 20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work up to plinth level

5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts

4.2.3 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide

5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide

5.11.1 : Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

5.25 : Providing and fixing in position copper plate as per design for expansion joints.

5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.

od22547/2018_2019/P1 : Supplying and fixing in position fixed type MS plate bearing of size 30x30x10 cm.(two plates of 30x30x5 cm) with 4 nos. of 20 mm dia MS rods 60 cm long through the bearing plate and fixing in position with lines and levels with all leads and lifts including all cost and conveyance of materials and labor charges for fixing 1.6mm oiled and greased 30cm*30cm size copper sheet in between the M.S plates etc. complete

od22548/2018_2019/P1 : Supplying and fixing in position movable type MS plate bearing of size 30x30x10 cm.(two plates of 30x30x5 cm) with 4 nos. of 20 mm dia MS rods 30 cm long through the bearing plate and fixing in position with lines and levels with all leads and lifts including all cost and conveyance of materials and labor charges for fixing mm G copper sheet of size 300x300x1.60mm in two layers between MS plate etc. complete

5.23 : Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

od22549/2018_2019/P1 : Providing anti-corrosive treatment for the reinforcement rods used in RCC works including removing and cleaning the surface by sand blasting applying one coat of inhibitor solution by preparing the solution mixed with portland cement in a ratio of 600cc of impodex to 1kg of portland cement etc to complete including cost and conveyance of all material and machinaries labour charges etc complete as per the direction of departmental officers at site

20.6.3.1 : Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Group of two or more piles upto 50 tonne capacityInitial test

60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

APPENDIX A - 2.Construction of land barrel from Ch.1180m to Ch.1184.5m

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.9.3 : Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts

4.2.5 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide

5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.25 : Providing and fixing in position copper plate as per design for expansion joints.

5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.

5.23 : Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).

50.18.9.8.2 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2

APPENDIX A -3. Water test

6.3.1 : Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks

od39259/2018_2019/P1 : Water filling in the barrel for water testing by pumping diesel engine including cost, conveyance of engine to the site, fuels, wages of labors etc. complete

15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

APPENDIX A - 4. Preparation of diversion road (Between P10&P11)

16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

16.3.2 : Supplying and stacking at site.63 mm to 45 mm size stone aggregate

16.4 : Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

APPENDIX A-5 Reformation of Dam road (Between P1 & P1')

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.9.1 : Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock

15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

4.2.3 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

APPENDIX A-5A Reformation of Dam road (Between P1 & P1')

3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method

4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

5.2.b : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

5.3.2.a : Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. For Grading II - (19 mm nominal size)

5.6.2.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Grading - II (13.2 mm Nominal Size)

8.4.4 : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 80 mm x 60 mm rectangular

8.6 : Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

8.35 : Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-

APPENDIX B

od21673/2021_2022/P1 : Providing Cement Concrete of grade M20 for trestle column, braces of column, handrails of barrel bearing pedestals, abutments caps etc., as per the approved drawing using graded metal having maximum size of hard granite broken stone as 20mm by machine mixing and of required slump including cost of form work,transporting,placing,compacting using mechanical vibratory equipments ,watering, curing etc.complete including cost of materials and labour charges but excluding cost of steel as per the directions of the departmental officers at site.

od21879/2021_2022/P1 : Providing cement concrete of grade M25 of required slump mixed with good quality integral water proofing liquid for aqueduct barrel using graded metal having maximum nominal size of hard granite broken stone aggregate as 20 mm by machine mixing, including cost of form work, staging, scafolding etc. and cost of transporting, placing, compacting using vibratory equipments, watering, curing etc. completed including cost of all materials and labour but excluding cost of steel as per the direction of departmental officer at site.

od21675/2021_2022/P1 : Providing steel reinforcement for RCC works except that of pile foundation including cost and conveyance of all materials and labour charges, placing of steel reinforcement in position after straightening, bending, tie and welding the rods wherever necessary as per the directions of the departmental officers at site

od21676/2021_2022/P1 : Providing expansion joints 15 mm wide with copper sealing stripes 1.6 mm thick and 60cm wide, 5.90 m long bend to form a bulb in the middle and fixed with 12 mm dia tor steel rods at a spacing of 30 cm C/C (copper water seal provided at bottom and two sides of the aqueduct) and the joints filled with a standard resilient joint sealer ( polysulphide sealint) and filled with bituminius and filled with hot bitumin and making the joint water tight including the cost and conveyance of copper sheet, joint sealant, bituminous pad etc and all hire and labour for punching necessary holes in the copper sheet and placing in position etc., complete as per the directions of the departmental officers at site

od21677/2021_2022/P1 : Providing CC 1:2:4 (one cement two sand four hard granite broken stone) using graded metal with maximum size of aggregate as 20mm for wearing coat , including cost and conveyance of all materials,labour charges , curing etc.complete as per specification.

od21681/2021_2022/P1 : Plastering with CM 1:3(one cement, three sand) 12mm thick floated hard and troweled smooth including cost and conveyance of all materials and labour charges etc..as per the specification.

od21679/2021_2022/P1 : Providing sliding plate bearings for alternate joints using 6mm thick MS plate of size 30cmx45cm fixed on the bearing pedestal and pier cap with welded nails or MS rods of 16mm dia (8 Nos. on each plate) and MS plates of size 30cm X 45cm,6mm thick at the bottom of the aqueduct barrel and interposing 1.6mm thick oiled and greased 30cm X 45cm size copper sheet in between the MS plates including cost and conveyance of all materials, cutting, welding, painting with anticorrossive paint etc., complete as per the directions of the departmental officers at site

od21680/2021_2022/P1 : Providing fixed plate bearings for alternate joints using 6mm thick MS plate of size 30cmx45cm fixed on the bearing pedestal and pier cap with welded nails or MS rods MS plates of size 30X45c, 6mm thick fixed at the bottom of the aqueduct barrel and interposing 1.6mm thick copper sheet of size 30X45cm oiled and greased between two MS plate and 40cm long 16mm dia MS rods, 8 Nos. each dwelling in the trough beam to the bearing pedastal and pier cap after cutting through the two plates including cost and conveyance of all materials,cutting,welding,painting etc.complete as per the direction of departmental officers at site.

LAND BARREL

od21884/2021_2022/P1 : Earthwork excavation in all classes of soil including ordinary and hard soil ,ordinary and medium rock which requires stray blasting including boulders upto 100dm3 but excluding hard rock to lines and grades and depositing on banks with all leads and lifts , putting up necessary bunds of other temporary structures and removing-such temporary structures as per specification including back filling of earth around the structures to lines and grades during the course of construction with excavated materials and compacting with approved equipments including placing the materials in layers having a thickness of not more than 15 cm including breaking clods , watering ,ramming and sectioning of spoil bank etc. complete. Earth work excavation in hard soil and depositing with lead up to 50m and lift upto 1.50m including neat banking.

od21686/2021_2022/P1 : Providing plain cement concrete 1:4:8 using 40mm nominal size hard granite broken stone including cost and conveyance of all materials and labour charges, watering, curing etc.complete as per the directions of the departmental officers at site for foundation.

od21683/2021_2022/P1 : Providing CC 1:3:6 using graded metal (60% 40mm & 40% 20mm metal) including cost and conveyance of all materials and labour charges, boxing, placing, compacting using mechanical vibrators, curing etc., complete as per the directions of the departmental officers at site for the retaining wall.

od21684/2021_2022/P1 : Providing expansion joints 15 mm wide with copper sealing stripes 1.6 mm thick and 60 cm wide, 5.90 m long bend to form a bulb in the middle and fixed with 12 mm dia tor steel rods at a spacing of 30 cm C/C (copper water seal provided at bottom and two sides of the aqueduct) and the joints filled with a standard resilient joint sealer ( polysulphide sealint) and filled with bituminius and filled with hot bitumin and making the joint water tight including the cost and conveyance of copper sheet, joint sealant, bituminous pad etc and all hire and labour for punching necessary holes in the coper sheet and placing in position etc. complete as per the directions of the departmental officers at site

od21688/2021_2022/P1 : Providing CC 1:2:4 (one cement two sand four hard granite broken stone) using graded metal with maximum size of aggregate as 20mm for wearing coat , including cost and conveyance of all materials,labour charges , curing etc.complete as per specification.

od21687/2021_2022/P1 : Random rubble masonry in CM 1:8(one cement eight sand) using contractors own rubble including cost and conveyance of all materials and labour charges all leads and lifts etc., complete as per the specification for retaining wall

od21689/2021_2022/P1 : Plastering with CM 1:3(one cement, three sand) 12mm thick floated hard and troweled smooth including cost and conveyance of all materials and labour charges etc..as per the specification, inside of aqueduct barrel.

od21690/2021_2022/P1 : Supplying and fixing 50mm dia PVC pipes as rain water outlet of aqueduct barrel and as weep holes of retaining structures including all cost and conveyance of all materials, labour charges etc., complete as per the directions of the departmental officers at site

od21691/2021_2022/P1 : Plastering with CM 1:4( one cement four sand) 15mm thick floated hard and trowelled smooth including cost and conveyance of all materials and labour charges etc., complete .as per the specification over RR masonry top.

SIDE DRAIN

od25320/2021_2022/P1 : Earth work for excavation in ordinary soil depositing on bank with initial lead up to 50m lift up to 1.5m including breaking clods, watering ramming and sectioning of spoil bank etc complete as per direction of departmental officers at site.

od25451/2021_2022/P1 : Providing side drain 80x60cm using CC 1:3:6 graded metal for bed and sides and plastering with CM 1:3, 9mm thick, including cost and conveyance of all materials, all labour charges etc, complete

Bidder Name

T.ASOKAN

BINU SEBASTIAN

M T CONSTRUCTION COMPANY

MASTONE DEVELOPERS PRIVATE LIMITED

CAP INDIA CONSTRUCTIONS LLP