KIP Ravinagar Compound at Kottarakkara

Amount

Scheme I Retarring

2.3.1.B : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of thorny jungle -By Manual Means as per specification and as per the direction of Engineer-in Charge.

55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.as per specification and as per the direction of Engineer-in Charge.

55.8.a : Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.as per specification and as per the direction of Engineer-in Charge.

55.7.a : Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.as per specification and as per the direction of Engineer-in Charge.

55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)as per specification and as per the direction of Engineer-in Charge.

scheme II Retarring

55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)as per specification and as per the direction of Engineer-in Charge.

55.3 : Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)as per specification and as per the direction of Engineer-in Charge.

Scheme III Retarring

55.3 : Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)as per specification and as per the direction of Engineer-in Charge.

55.5.a : Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.as per specification and as per the direction of Engineer-in Charge.

55.1.a : Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.as per specification and as per the direction of Engineer-in Charge.

scheme IV Retarring

55.1.a : Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.as per specification and as per the direction of Engineer-in Charge.

scheme v Retarring

55.1.a : Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.as per specification and as per the direction of Engineer-in Charge.

Scheme VI-Irish drain

3.1 : Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per specification and as per the direction of Engineer-in Charge.

12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.as per specification and as per the direction of Engineer-in Charge.

scheme VII- Irish drain

12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.as per specification and as per the direction of Engineer-in Charge.

12.8.A : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) as per specification and as per the direction of Engineer-in Charge.

scheme VIII - Renovation of existing drain

2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil as per specification and as per the 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)as per specification and as per the direction of Engineer-in Charge.

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.as per specification and as per the direction of Engineer-in Charge.

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)as per specification and as per the direction of Engineer-in Charge.

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 as per specification and as per the direction of Engineer-in Charge.

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)as per specification and as per the direction of Engineer-in Charge.

Scheme IX- RECTIFICATION OF COMPOUND WALL PORTIONS

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 as per specification and as per the direction of Engineer-in Charge.

od41102/2020_2021/P2 : Chain linked fencing for a height of 1.50m using 10 G GI chain link mesh, stiffened with 40 mm x 40 mm x 6 mm size MS angle iron frame work and 25 mm x 6 mm size MS flat as per detailed drawing attached, including supplying and fixing of 50mm dia B - class GI pipe for support post at every 2.10m c/c fixing the posts in cement concrete of 1 : 4 : 8 mix in 30 cm x 30 cm x 50 cm size including earth work excavation for pit, fixing the posts and fencing using necessary clamps, nuts and bolts etc in line and levels, two coat painting the fencing using green colour synthetic enamel paint after applying one coat metal primer etc complete as directed by the Engineer in charge.

SCHEME X -Rectification of compound wall portions

od41102/2020_2021/P2 : Chain linked fencing for a height of 1.50m using 10 G GI chain link mesh, stiffened with 40 mm x 40 mm x 6 mm size MS angle iron frame work and 25 mm x 6 mm size MS flat as per detailed drawing attached, including supplying and fixing of 50mm dia B - class GI pipe for support post at every 2.10m c/c fixing the posts in cement concrete of 1 : 4 : 8 mix in 30 cm x 30 cm x 50 cm size including earth work excavation for pit, fixing the posts and fencing using necessary clamps, nuts and bolts etc in line and levels, two coat painting the fencing using green colour synthetic enamel paint after applying one coat metal primer etc complete as directed by the Engineer in charge.

scheme XI - Rectification of compound wall portions

od41102/2020_2021/P2 : Chain linked fencing for a height of 1.50m using 10 G GI chain link mesh, stiffened with 40 mm x 40 mm x 6 mm size MS angle iron frame work and 25 mm x 6 mm size MS flat as per detailed drawing attached, including supplying and fixing of 50mm dia B - class GI pipe for support post at every 2.10m c/c fixing the posts in cement concrete of 1 : 4 : 8 mix in 30 cm x 30 cm x 50 cm size including earth work excavation for pit, fixing the posts and fencing using necessary clamps, nuts and bolts etc in line and levels, two coat painting the fencing using green colour synthetic enamel paint after applying one coat metal primer etc complete as directed by the Engineer in charge.

Scheme XII - Rectification of compound wall portions and Rectification and replacing damaged pumping main distributon line , providing name board and lifting damaged borewell submersible pump for repairf

14.1.1 : Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)as per specification and as per the direction of Engineer-in Charge.

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

50.6.3.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete.as per specification and as per the direction of Engineer-in Charge.

50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete as per specification and as per the direction of Engineer-in Charge.

14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

13.82.2 : Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats as per specification and as per the direction of Engineer-in Charge.

2.10.1.1 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:All kinds of soilPipes, cables etc, not exceeding 80 mm dia as per specification and as per the direction of Engineer-in Charge.

50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 as per specification and as per the direction of Engineer-in Charge.

50.18.9.20.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend as per specification and as per the direction of Engineer-in Charge.

50.18.9.20.9 : Providing and fixing PVC moulded fitting / accessories for Rigid PVC pipes, including jointing with PVC solvent cement-63 mm dia Socket /coupling as per specification and as per the direction of Engineer-in Charge.

18.12.8 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore as per specification and as per the direction of Engineer-in Charge.

od43655/2020_2021/P2 : Manufacturing, supplying and fixing sign boards of size 1.2 x 0.6m made up of 2 mm thick Japan sheet,support frame of M.S. angle iron of size 25x25x3 mm to 2 vertical posts 2.2m long made up of M.S. Tee section ISNT 40x40x6 mm welded with base plate of size 100x100x5 mm at the bottom end and steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer .Backside of sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat and firmly fixed to the ground with foundation of size 0.25x0.25x0.45m with CC 1:2:4 using 20mm broken stone including all cost and conveyance of materials, labour charges, leads and lifts etc. complete as per specification and as per the direction of Engineer-in Charge.

od43656/2020_2021/P2 : Supplying and fixing Office name board( size 2.5 x1.25 m) using 1mm thick MS sheet and40x40x6mm angle frames, and GI (class B ) pipe supports near entrance as per specification and as per the direction of Engineer-in Charge.

od43705/2020_2021/P2 : Lifting the damaged submersible pump including,conveyance and charges for testing submersible pump,Hire charge of machinery and other tools etc as per specification and as per the direction of Engineer-in Charge.

od43754/2020_2021/P2 : Rewinding of damaged borewell submersible 5HP motor including cost of materials and labour charges as per specification and as per the direction of Engineer-in Charge.

od44072/2020_2021/P2 : Engaging man coolies for clearing drilling,the and making opening for drain as per specification and as per the direction of Engineer-in Charge.

ks.chandralal

Bidder Name

SAJI P.C. CONTRCATOR

ks.chandralal