BEAUTIFICATION OF CANALS IN ALAPPUZHA MODERNISING WATER TRANSPORT IN ALAPPUZHA TOWN CANALS AND CLEANING OF KAPPITHODE PHASE II

Amount

APPENDIX A: IMPROVEMENTS TO SUB CANALS AND BALANCE PROTECTION WORKS TO THE MAIN CANALS IN ALAPPUZHA TOWN

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

od33518/2020_2021 : Removing water hyacinth and other vegetation from the water by cutting, collecting, conveying by boat and disposing at suitable places pointed out by the departmental officers at site with all leads and lifts and other incidental charges like hire of country boat and necessary equipment required etc complete

2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

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.

15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

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

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials 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.

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.1.5 : 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 20 mm nominal size)

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

od124385/2020_2021 : Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement. Specifications same as that of item 60.34.3.

od124386/2020_2021 : Conveyance of departmental granite stones 20 to 40 dm3 in size from stack at site and dumping in position to lines and levels to form the foundation of the retaining wall as per approved design including all leads and lifts, etc. complete as per the directions of the departmental Officers at site.Specification same as item 60.45

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

od25328/2020_2021 : Pre-cast RCC piles 6.00m X .3m X .3m with pointed end in Cement Concrete 1:1.5:3 by using 20mm.nominal size broken stone including all cost of form work, watering, curing etc.complete excluding cost of reinforcement, casting at contractor's own yard near site of work etc. complete.

od25338/2020_2021 : Precast Reinforced Cement Concrete slabs required size in cement concrete 1:1.5:3 by using 20mm.nominal size broken stone including all cost of form work, watering, curing etc.complete by casting at contractor's own yard near the site of work etc. complete excluding the cost of reinforcement.

od25445/2020_2021 : Conveying precast R C C piles 300 mm square, 6.00m length from the place of casting to the site including hire charges of boats,coir ropes,crow bar etc. complete

od25349/2020_2021 : Conveying, lifting, handling, hoisting, aligning and setting in position, the precast R C C slab in between piles and finishing with neat cement on joints etc complete

od25350/2020_2021 : Protecting the filled earth from seepage through the joints of precast slabs using geofabric filter GWT - 26 - 130 as per the direction from the departmental officers at site including all cost of materials, labour, conveyance and all other incidential charges involved etc complete.

od25351/2020_2021 : Chipping and removing the top of the R.C.C.piles to lines and levels carefully with out damaging the remaining portion and removing the debris up to distance of 150m stacking etc complete.(specification as per 15.3 of DAR)

od25462/2020_2021 : Lifting, handling , hoisting, aligning, fixing and Driving down R C C piles 300mm. square through various strata from the bed level till refusal of monkey weighing not less than 2 ton with the aid of pile driving plant winches, barge and accessories, wire rope etc.including labour,lubricant oil, pay of staff etc.complete.

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

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

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

od25731/2020_2021 : Supply and spreading of contractor's own red earth for back filling the rear side of retaining wall/ for raising the existing road and culvert approaches including leveling and neatly dressed and all cost of conveyance and royality as per the directions of the engineer-in-charge. Approved OD LSGD no. od278872/2019_2020

od179371/2019_2020 : Putting up ring bund to a top width 2 m and 3m height, pilla bund 1.2m width and 2m height and 1/4:1 slop and protecting the side with full size well matured and sound coconut post 4.5m long driving down 1.2m below ground level on both side at 1.0m c/c,fitting 1/2 split coconut wailing pies in three rows on either sides and tying with 1/2 split coconut cross ties at 2.00m c/c connecting the every 2nd set of post, providing areecanut reepers screen 15cm square mesh tied with coir yarn, filling inside the formation and providing plastic sheet (medium quality) inside the screen and filled with earth etc.as per the instruction by the departmental officers at site and maintaining the bund properly through out construction period including cutting and removing materials and clearing area etc. complete as per the direction above including cost of dismantling. (Hire and labour charges only)

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

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)

5.33.1 : 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

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

13.52.2 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work

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.

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

60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.

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

16.19 : Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

16.70.2 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade

od240295/2019_2020 : Strengthening the slopes of earthen bund using coir geo-textiles aided vegetative turfing including all costs of materials labour charge conveyance and all other incidental charges involved etc complete as per standard specification and as directed by departmental officers at site.

26.30.1 : Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12mm dia.

APPENDIX B- DEMOLITION AND CONSTRUCTION OF TWIN BOX CULVERT(3 no.s) IN A.S CANAL AND 1 NO. SINGLE BOX CULVERT IN MADAYANTHODU

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.

15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

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

od179371/2019_2020 : Putting up ring bund to a top width 2 m and 3m height, pilla bund 1.2m width and 2m height and 1/4:1 slop and protecting the side with full size well matured and sound coconut post 4.5m long driving down 1.2m below ground level on both side at 1.0m c/c,fitting 1/2 split coconut wailing pies in three rows on either sides and tying with 1/2 split coconut cross ties at 2.00m c/c connecting the every 2nd set of post, providing areecanut reepers screen 15cm square mesh tied with coir yarn, filling inside the formation and providing plastic sheet (medium quality) inside the screen and filled with earth etc.as per the instruction by the departmental officers at site and maintaining the bund properly through out construction period including cutting and removing materials and clearing area etc. complete as per the direction above including cost of dismantling. (Hire and labour charges only)

od179372/2019_2020 : Putting up ring bund to a top width 4m and 3m height, pilla bund 1.2m width and 2m height and 1/4:1 slop and protecting the side with full size well matured and sound coconut post 4.5m long driving down 1.2m below ground level on both side at 1.0m c/c,fitting 1/2 split coconut wailing pies in three rows on either sides and tying with 1/2 split coconut cross ties at 2.00m c/c connecting the each 2nd set of post, providing areecanut reepers screen 15cm square mesh tied with coir yarn, filling inside the formation and providing plastic sheet (medium quality) inside the screen and filled with earth etc.as per the instruction by the departmental officers at site and maintaining the bund properly through out the construction period including cutting and removing materials and clearing area etc.complete as per the direction above including cost of dismantling. (Hire and labour charges only)

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

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

60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end

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)

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

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

5.9.2 : 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

5.22.6 : 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

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.2.1 : Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse 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)

od25731/2020_2021 : Supply and spreading of contractor's own red earth for back filling the rear side of retaining wall/ for raising the existing road and culvert approaches including leveling and neatly dressed and all cost of conveyance and royality as per the directions of the engineer-in-charge. Approved OD LSGD no. od278872/2019_2020

16.78.2 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBRValue-25

16.91.2 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

13.52.2 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work

APPENDIX C- IMPROVEMENTS OF KAPPITHODU IN AMBALAPPUZHA L.A CONSTITUENCY AT AMBALAPPUZHA SOUTH AND NORTH PANCHAYATH

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

od33518/2020_2021 : Removing water hyacinth and other vegetation from the water by cutting, collecting, conveying by boat and disposing at suitable places pointed out by the departmental officers at site with all leads and lifts and other incidental charges like hire of country boat and necessary equipment required etc complete

50.2.33.5 : Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.

od179371/2019_2020 : Putting up ring bund to a top width 2 m and 3m height, pilla bund 1.2m width and 2m height and 1/4:1 slop and protecting the side with full size well matured and sound coconut post 4.5m long driving down 1.2m below ground level on both side at 1.0m c/c,fitting 1/2 split coconut wailing pies in three rows on either sides and tying with 1/2 split coconut cross ties at 2.00m c/c connecting the every 2nd set of post, providing areecanut reepers screen 15cm square mesh tied with coir yarn, filling inside the formation and providing plastic sheet (medium quality) inside the screen and filled with earth etc.as per the instruction by the departmental officers at site and maintaining the bund properly through out construction period including cutting and removing materials and clearing area etc. complete as per the direction above including cost of dismantling. (Hire and labour charges only)

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

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.

60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end

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

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

5.33.1 : 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

5.22.6 : 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

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.

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

od240295/2019_2020 : Strengthening the slopes of earthen bund using coir geo-textiles aided vegetative turfing including all costs of materials labour charge conveyance and all other incidental charges involved etc complete as per standard specification and as directed by departmental officers at site.

4.1.5 : 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 20 mm nominal size)

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)

10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

APPENDIX D: IMPROVEMENTS OF A.S CANAL(BALANCE PORTION) AND MADAYANTHODU

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

od33518/2020_2021 : Removing water hyacinth and other vegetation from the water by cutting, collecting, conveying by boat and disposing at suitable places pointed out by the departmental officers at site with all leads and lifts and other incidental charges like hire of country boat and necessary equipment required etc complete

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

od254958/2019_2020 : Extra for Conveying the excavated material by mechanical means dumping and dressing at locations as directed by the Engineer-in-charge for conveying 1km length.

2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

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.

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.1.5 : 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 20 mm 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

od240295/2019_2020 : Strengthening the slopes of earthen bund using coir geo-textiles aided vegetative turfing including all costs of materials labour charge conveyance and all other incidental charges involved etc complete as per standard specification and as directed by departmental officers at site.

Bidder Name

TBAS CONSTRUCTIONS