Shimoga Circle CSR 2007-08

stone pillers or iron pillers including drawings in holes wherevernecessary excluding the cost of pillers but including the cost of barbed wire and binding wire .etc. complete.(Page No.- III Item No.- 10)

KSRB 2-1.1 : Earthwork in surface excavation in ordinery soil for levellingand lowering the ground manually (other than foundation of buildingculverts,road drains and trenches of pipe lines and cables) and removingthe excavated stuff to a distance not ecxceeding 50m and lift upto1.5m excavated surface levelled and neatly dressed,disposed earthto be levelled after breaking clods complete as per specifications.Sp No. KBS 2.1(b) / 2.3.1 (Page No.- 6 Item No.- 2.1)

KSRB 2-1.2 : Earthwork in surface excavation in hord soil for levellingand lowering the ground manually (other than foundation of buildingculverts,road drains and trenches of pipe lines and cables) and removingthe excavated stuff to a distance not ecxceeding 50m and lift upto1.5m excavated surface levelled and neatly dressed,disposed earthto be levelled after breaking clods complete as per specifications.Sp No. KBS 2.1(b) / 2.3.1 (Page No.- 6 Item No.- 2.2)

KSRB 2-2 : Earthwork excavation for foudation of buldings, culverts, water supply, sanitary lines andelectrcal conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1 (a) / 2.3.5 (Page No.- 6 Item No.- 2.3)

KSRB 2-2.2 : Earthwork excavation for foudation of buldings, water supply, sanitary lines and electrcal conduits either in pitsor in trenches 1.5m and above in width, in hard soil not exceeding 1.5m. in depth including dressing the bottom and sides of pitsand trenches, stacking the excavated soil clear from edges of

Providing barbed GI wire fencing of 12 × 12 gauge drawn into

excavation with lead upto 50 m. after breaking of clods completeas per specifications. specification. No. KBS 2.1 (b) / 2.3.5 (Page No.- 6 Item No.- 2.4)

KSRB 2.3 : Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not excedding 20 cms.in depth, compacting each deposited layer by ramming after wateringwith a lead upto 50m. and lift upto 1.5 m. including cost of all labourcomplete as per specifications. SP No. KBS 2.9 (Page No.- 7 Item No.- 2.10)

KSRB 2.4 : Refilling available earth around pipe lines. Cables inin sides of foundations upto plinth in layers not excedding 20 cms.in depth, compacting each deposited layer by ramming after wateringwith a lead upto 50m. and lift upto 1.5 m. including cost of all labourcomplete as per specifications. SP No. KBS 2.9 (Page No.- 7 Item No.- 2.11)

KSRB 2.6: Providing and filling sand in foundation upto plinth torequired septh for soil sub soil treatment including watering rammingwith lead upto 50m. And lift upto 1.5m. Complete as per specifications.specification No. KBS 2.10.2 (Page No.- 7 Item No.- 2.13)

KSRB 2-1.2 : Earth work in surface excavation in hard soil forlevelling and lowering the ground manually(other than foundation of buildings, culverts, road drains and trenches ofpipe lines and cables)and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m excavatedsurface levelled and neatly dressed, disposed earth to be levelled after breaking clods and neatly dressed as per specifications. Specification No: KBS 2.1(a)/2.3.1(Page No.- 7 Item No.- 2.20)

KSRB 2.2.6 : Excavation 1.5m and above in width in hard rockby chiselling and / or wedging, where blasting is prohibited forfoundation of buildings, water supply,sanitary lines and electrical conduits either in pits or in trenches 1.5m. In depth stacking the excavated stuff clear from the edges of escavation with lead upto50m including cost of labour complete as per specifications. (Page No.- 8 Item No.- 2.8)

KSRB 2.3 : Filling available excavation earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms, in depth, compacting each deposited layer by rammingafter watering with lead 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications. (Page No.- 7 Item No.- 2.10)

KSRB 2.4 : Refilling available earth around pipe lines, cables inlayers not exceeding 20 cms, in depth, compacting each depositedlayer by ramming after watering with lead upto 50 m. and lift upto 1.5 m.including cost of all labour complete as per specifications allow 60%of rate considered under item KSRB 2.3. (Page No.- 7 Item No.- 2.11)

KSRB 2.5 : Earth work excavation(in deposited)and fillingsides of foundation upto plainth in layers not exceeding 20cms.in depth,compacting each deposited layer by ramming afterwatering with lead upto 50m.and lift upto 1.5m. Including costof all labour complete as per specifications.Specification No. KBS 2.9.9/2.9.10.1/2.1.1(Page No.- 7 Item No.- 2.12)

KSRB 2.9 : Spreading amd forming the excavated earth to required level, slope for an average thickness of 75mm, in all classes of soilalround the building and low laying areas complete as per Specifications.(Page No.- 9 Item No.- 2.16)

KSRB 2.10 : Providing sand cement bed with 5% cement with a lead of 50 m. for all materials and lift of 1.5m. Machine mixed, laid in layers of15cms. Thick and well compacted for foundation including curing costof materials labour and HOM complete as per specifications.(Page No.- 9 Item No.- 2.17)

KSRB 4-1.1 : Providing and laying in position plaincement concrete of mix 1:2:4 using 40mm and down sizegraded granite metal, machine mixed, concrete laid in layersnot exceending 15 cms thick,well compacted in

foundation and plinth including cost of all materials, labour,HOM of machinery, curing, complete as per specifications. specifications. KBS 4.1,4.2 (Page No.- 14 Item No.- 4.1)

KSRB 4-1.2 : Providing and laying in position plaincement concrete of mix 1:3:6 using 40mm and down sizegraded granite metal, machine mixed, concrete laid in layersnot exceending 15 cms thick,well compacted in foundation and plinth including cost of all materials, labour,HOM of machinery, curing, complete as per specifications. specifications. KBS 4.1,4.2 (Page No.- 14 Item No.- 4.2)

KSRB 4-1.3 : Providing and laying in position plaincement concrete of mix 1:4:8 using 40mm and downsize graded granite metal, machine moxed, concretelaid inlayers not exceeding 15 cms. thick, well compactedin foundation and plinth, including cost of all matirials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (Page No.-14 Item No.- 4.3)

KSRB 4-1.4 : Providing and laying in position plaincement concrete of mix 1:5:10 using 40mm and downsize graded granite metal, machine mixed, concretelaid inlayers not exceeding 15 cms. thick, well compactedin foundation and plinth, including cost of all matirials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (Page No.-15 Item No.- 4.4)

KSRB 4-1.5 : Providing and laying in position plaincement concrete of mix 1:1.5:3 using 20mm and downsize graded granite metal, machine mixed, concretelaid inlayers not exceeding 15 cms. thick, well compactedin foundation and plinth, including cost of all matirials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2

(Page No.-15 Item No.- 4.5)



KSRB 4.2.1 : Providing and laying in position reinforcedcement concrete of mix 1:1:2 using 20mm and down sizegraded granite metal, machine mixed, concrete laid in layersnot exceending 15 cms thick, vibrated for all works in foundationplainth and ground floor level for retaining walls, return walls,walls(any thickness)including attached plasters,columns.piersabutments,pillars,posts,struts,buttersses,string or lacing courses,parapects,coping,bed block,anchor blocks,plain window cills, fillets etc.,, including cost of all matirials, labour,HOM of machinery,curring, complete as per specifications. Specification No.KBS 4.1, 4.6 (Page No.- 15 Item No.- 4.10)

KSRB 4.2.2 : Providing and laying in position reinforcedcement concrete of mix 1:1.5:3 using 20mm and down sizegraded granite metal, machine mixed, concrete laid in layersnot exceending 15 cms thick, vibrated for all works in foundationplainth and ground floor level for retaining walls, return walls,walls(any thickness)including attached plasters,columns.piersabutments,pillars,posts,struts,buttersses,string or lacing courses,parapects,coping,bed block,anchor blocks,plain window cills, fillets etc.,, including cost of all matirials, labour,HOM of machinery,

curring, complete as per specifications. Specification No.KBS 4.1, 4.6 (Page No.- 15 Item No.- 4.11)

KSRB 4.2.3 : Providing and laying in position reinforcedcement concrete of mix 1:2:4 using 20mm and down sizegraded granite metal, machine mixed, concrete laid in layersnot exceending 15 cms thick, vibrated for all works in foundationplainth and ground floor level for retaining walls, return walls,walls(any thickness)including attached plasters,columns.piersabutments,pillars,posts,struts,buttersses,string or lacing courses,parapects,coping,bed block,anchor blocks,plain window cills, fillets etc.,, including cost of all matirials, labour,HOM of machinery,curring, complete as per specifications. Specification No.KBS 4.1, 4.6 (Page No.- 16 Item No.- 4.12)

KSRB 4.2.7 : Providing and laying in position reinforcedcement concrete of mix 1:1:2 with 20mm and down sizegraded granite metal, machine mixed, concrete laid in layersnot exceending 15 cms thick, vibrated for RCC beams columnsof all size foundation plinth and super structure ground floorlevel for columns,including cost of all materials, labour,HOM of machinery, specifications. KBS 4.1,4.6 (Page No.- 16 Item No.- 4.16)

KSRB 4.2.8 : Providing and laying in position reinforcedcement concrete of mix 1:1.5:3 with 20mm and down sizegraded granite metal, machine mixed, concrete laid in layersnot exceending 15 cms thick, vibrated for RCC beams columnsof all size foundation plinth and super structure ground floorlevel for columns,including cost of all materials, labour,HOM of machinery, specifications. KBS 4.1,4.6 (Page No.- 15 Item No.- 4.17)

KSRB 4.2.9 : Providing and laying in position reinforcedcement concrete of mix 1:2:4 with 20mm and down sizegraded granite metal, machine mixed, concrete laid in layers

not exceending 15 cms thick, vibrated for RCC beams columnsof all size foundation plinth and super structure ground floorlevel for columns,including cost of all materials, labour,HOM of machinery,specifications. KBS 4.1,4.6 (Page No.- 15 Item No.- 4.18)

KSRB 4.2.10 : Providing and laying in position reinforcedcement concrete of mix 1:1.5:3(m20) with 12mm and down sizegraded granite metal, machine mixed, well compacted for plain chajja of7.5 cms. Average thickness, upto ground floor level,includingcost of materials, labour, HOM of machinery, finishing, curing,complete as per spwcifications, specifications No KBS 4.1,4.6 (Page No.- 16 Item No.- 4.19)

KSRB 4-4.2 : Extra for use of water proofing compound in cementconcrete of mix 1:1:2, at one kg of compound per bag of cement. (Page No.- 16 Item No.- 4.25)

KSRB 4-5 : Providing lath plaster with cement mortar 1:3,5cmsthick with 6mm dia mild steel bars at 20 cms, c to c bothhorizontally and vertically fixing chicken mash for drop chajja,facia, backing to cup boards including cost of materials, labour,providing and removing from work HOM of machineries,curing,complete as per specifications. (Page No.- 18 Item No.- 4.27)

KSRB 4-6.1 : Providing and removing centering, shuttering,propping etc., and removal of from work for foundations,footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications.Specification No. KBS 4.6.2 (Page No.- 18 Item No.- 4.28)

KSRB 4-6.2 : Providing and removing centering, shuttering,propping etc., and removal of from work for flat surface as surpended floors, rrols, landings, balconles and likes thickness upto 200mmincluding cost of all materials, labour complete as per specifications.Specification No. KBS 4.6.2 (Page No.- 17 Item No.- 4.29)

KSRB 4-6.5 : Providing and removing centering, shuttering,strutting,propping etc., for columns,pillers,piers, abutments,

post and struts,square/rectangular/polygon in pln includingcost of all materials, labour complete as per specifications.Specification No. KBS 4.6.2 (Page No.- 17 Item No.- 4.32)

KSRB 4-6.6 : Providing and removing centering, shuttering,strutting,propping etc., and removal of from work for columns,pillers,piers.post and struts,circular or curved in pln includingcost of all materials, labour complete as per specifications.Specification No. KBS 4.6.2 (Page No.- 19 Item No.- 4.33)

KSRB 4-6.7 : Providing and removing centering, shuttering,strutting,propping etc., and removal of from work for sides andsoffits of beams, beam haunchings, cantilever girders bressumers and lintels exceeding 1m in depth including cost of all materials, labour complete as per specifications.Specification No. KBS 4.6.2 (Page No.- 17 Item No.- 4.34)

KSRB 4-6.8 : Providing and removing centering, shuttering,strutting,propping etc., and removal of from work for sides andsoffits of beams, beam haunchings, cantilever girders bressumers and lintels exceeding 1m in depth including cost of all materials, labour complete as per specifications.Specification No. KBS 4.6.2 (Page No.- 19 Item No.- 4.35)

KSRB 4-6.9 : Providing and removing centering, shuttering,strutting,propping etc., for edges of slabs and breaks In floor,cills,plinth including cost of all materials,labour complete as per specifications. Specification No. KBS 4.6.2 (Page No.- 18 Item No.- 4.36)

Providing and constructing laterite size stone masonrywith stones chistled dressing neatly placed in layer notless than 15 cms high etc., as per approved specifications including curing providing and removing scaffoldingwherever necessary etc., complete including all lead lift loading, unloading etc., for all the materials a). For foundation and basment in Cm 1:6 (Page No.- 19 Item No.- 99a)

KSRB 4-6.10 : Providing and removing centering, shuttering,strutting,propping etc., for chejjas, coebels etc.,including edges

including cost of all materials,labour complete as per specifications. Specification No. KBS 4.6.2 (Page No.- 18 Item No.- 4.37)

KSRB 4-6.11 : Providing and removing centering, shuttering,strutting,propping etc., and removal of from work for Stairs(excluding landing) except spiral staircace including cost of allmaterials, labour complete as per specification No. KBS 4.6.2 (Page No.- 18 Item No.- 4.38)

KSRB 4-6.14 : Providing and removing centering, shuttering,strutting,propping etc., and removal of from work for slaping orbattering surface including folded plates where inclination tohorizontal plane does not exceed 30 degree requiring shutteringonly one the under side including cost of all materials, labourcomplete as per specifications. Sp no KBS. 4.6.2 (Page No.- 20 Item No.- 4.41)

KSRB 4-7: Providing 2 legge scaffolding for stone masonry workusing 10-15 cms, dia best quality Casurina poles of 4m over alllength(3m +0.5m projection + 0.5m in to the ground) the distence between two rows being 1.25m and spaceing of post being 2m in both rows with 2 horizontal posts with 0.5 mm overlap on either side andbraces at 2 mc to c including longitudinal and transveres middle braces to step up and providing platform with casurina poles,form tied up using coir rope complete as per specifications. (Page No.- 18 Item No.- 4.43)

KSRB 4-8: Providing 2 legge scaffolding for brick masonry workusing 10-15 cms, dia best quality Casurina poles of 4m over alllength(3m +0.5m projection + 0.5m in to the ground) the distence between two rows being 1.25m and spaceing of post being 2m in both rows with 2 horizontal posts with 0.5 mm overlap on either side andbraces at 2 mc to c including longitudinal and transveres middle braces to step up and providing platform with casurina poles,form tied up using coir rope complete as per specifications. (Page No.- 20 Item No.- 4.44)

KSRB 4.9.1 : Providing mild steel rainfoecement for R.C.C workincluding straightening, cutting,bending, hooking, placing in position,lapping and / or welding wherever required, tying with bending wire

and anchoring to the adjoing members wherever necessary completeas per design (laps.hooks and wastage shall not be measured and paid)cost of materials, labour, HOM of machinery complete as per specifications. Sp No. KBS 4.6.3 (Page No.- 19 Item No.- 4.45)

KSRB 4.9.2 : Providing H.Y.S.D. steel (Cold, Twisted) rainforcementfor R.C.C.work including straihtening,cutting, bending, hoking placing,in position , lapping abd /or welding wherever required, tying withbinding wire and anchoring to the adjoining members wherevernecessary complete as per design cost of materials, labour HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 (Page No.- 19 Item No.- 4.46)

Providing and laying cement concrete using 20mm and down sizegranite jelly of ready mixed concrete (RMC)for R.C.C works laidin15cms thick layers and well compacted vibrating, curring, finishingwith necessary cement mortar, with all lead and lifts etc., complete(exclisive of cost of steel and fabrication charges) ready mixed cementconcrete M-20(1:1.5:3) for raft foundation column footing,main and secondary beams. (Page No.- 22 Item No.- 4.48.2)

Providing and laying cement concrete using 20mm and down sizegranite jelly of ready mixed concrete for R.C.C works laidin15cms thick layers and well compacted including vibrating, curring, including smooth finish in CM 1:3,with all lead and lifts etc., complete(exclisive of cost of steel and fabrication charges) ready mixed cementconcrete M-20(1:1.5:3) (Page No.- 22 Item No.- 4.49.2)

KSRB 5-1.1 : Providing and constructing granite / trap / basaltrubble stone masonry in foundation with mud mortar(uncoursed), bond stones at two m, apart in each course includingcost of materials, labour, curing complate as per specifications. KBS 5.1,12

(Page No.- 25 Item No.- 5.1)

KSRB 5-1.2 : Providing and constructing granite / trap / basaltrubble stone masonry in foundation with cemetn mortar1:8 (uncoursed) bond stones at two m, apart in each course includingcost of materials, labour, curing complate as per specifications. KBS 5.1,12 (Page No.- 24 Item No.- 5.2)

KSRB 5-1.3 : Providing and constructing granite / trap / basaltrubble stone masonry in foundation with cemetn mortar1:6 (uncoursed) bond stones at two m, apart in each course includingcost of materials, labour, curing complate as per specifications. KBS 5.1,12 (Page No.- 24 Item No.- 5.3)

KSRB 5.2-2 : Providing and constructing granite / trap / basalt size stone masonry in foundation with cementmortar 1:8 stone hammerd in courses not less than 20 cmshigh, bond stones at two m, apart in each course includingcost of materials, labour, curing complate as per specifications. KBS 5.1,13 (Page No.- 24 Item No.- 5.5)

KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation cementmortar 1:6 stone hammerd in courses not less than 20 cmshigh, bond stones at two m, apart in each course includingcost of materials, labour, curing complate as per specifications. KBS 5.1,13 (Page No.- 24 Item No.- 5.6)

KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonary in basement withcement mortar 1:6, edges of stones chistle dressedin courses not less than 15 cms high, bond stonesat two m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1,13 (Page No.- 24 Item No.- 5.9)

Providing and fixing pre cast solid concrete kerb stones made

1:3 plasetring & finishing cutting etc., complete. (Page No.- 28 Item No.- 5.29)

Providing granite slabs of selected quality roughly dressed andfixed in cement mortar (1:6) including fixing curing etc., complete.7.5 cms thick to 10cms thick (Page No.- 27 Item No.- 5.30.1)

KSRB 6-1.2 : Providing and constructing burnt brickmasonry for basment and superstructure with approvedsize of nonmodular bricks of standerd size of class designation 35 with cement mortar 1:8 including cost of materials, labour charges, scaffolding, curing completeas per specifications. specifications. KBS 6.2 (Page No.- 29 Item No.- 6.2)

KSRB 6-1.3 : Providing and constructing burnt brickmasonry for basment and superstructure with approvedsize of nonmodular bricks of standerd size of class designation 35 with cement mortar 1:6 including cost of materials, labour charges, scaffolding, curing completeas per specifications. specifications. KBS 6.2 (Page No.- 29 Item No.- 6.3)

KSRB 6-2.3 : Providing and constructing burnt brickmasonry with approved quality of non-modular bricks of standered size of class designation 50 with cement martar 1:6 for basement and superstructure with cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 (Page No.- 30 Item No.- 6.6)

KSRB 6-3.3 : Providing and constructing burnt brickmasonry with approved quality of non-modular bricks of standered size of class designation 75 with cement martar 1:4 for basement and superstructure (machine moulded wirecut bricks) with cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 (Page No.- 31 Item No.- 6.10)

out of CC 1:2:4 of size 450 × 200 × 400 mm and finished with CM

KSRB 6-4.1: Providing and constructing burnt brickmasonry with approved quality of non-modular bricks ground moulded of standard size of class designation 35 with mud mortar for basement and superstructurewith cost of materilas, labour charges scaffolding, curringcomplete as per specifications, Specification No. KBS 6.2 (Page No.- 30 Item No.- 6.12)

Providing granite/trap/basalt rough stone revetment using stonesof not less than 30 cms. Thick with a surface are not less than 0.04Sqm with pin headers and wedged by a spalls as per specification withan initial lead of 50m and lift of 1.50 m (M.I.S.R)

KSRB 6-7.1 : Construction of partition wall 11.2 cms thick withnon-modular table moulded burnt bricks of class designation 35 with cement mortar 1:4 including providing and fixing plastermesh manufactured out of hot dipped galvanised iron of nominalthickness 0.35 mm. 100mm. Per I.S. 2212/1991 at 7.5m, c to c including cost of matirials, labour charges, scaffolding,curing complete as per specifications. Sp No. KBS 6.2 (Page No.- 30 Item No.- 6.23)

KSRB 6-7.3 : Construction of partition wall 11.2 cms thick withnon-modular table moulded burnt bricks of class designation 35 with cement mortar 1:4 including cost of matirials, labourcharges, scaffolding,curing complete as per specifications.Sp No. KBS 6.2 (Page No.- 33 Item No.- 6.25)

KSRB 6-7.4 : Construction of partition wall 11.2 cms thick withnon-modular table moulded burnt bricks of class designation 50 with cement mortar 1:4 including cost of matirials, labourcharges, scaffolding,curing complete as per specifications.Sp No. KBS 6.2 (Page No.- 33 Item No.- 6.26)

KSRB 6-7.3 : Construction of partition wall 10 cms thick withground moulded moulded burnt bricks of class designation 35 with cement mortar 1:4 including cost of matirials, labourcharges, scaffolding,curing complete as per specifications.Sp No. KBS 6.2 (Page No.- 31 Item No.- 6.29)

KSRB 6-7.3 : Construction of partition wall 10 cms thick withground moulded moulded burnt bricks of class designation 50 with cement mortar 1:4 including cost of matirials, labourcharges, scaffolding,curing complete as per specifications.Sp No. KBS 6.2 (Page No.- 31 Item No.- 6.30)

KSRB 7.1 : Providing and fixing in position collapsible steelshutters with single or double leaf with vertical channel20mmx10mmx2mm braced with flat iron diagonals 20mmx5mmsize, with top and bottom railsof T iron sections of 40x40x6mmwith 38mm dia stell pulley complete with bolt sides and nuts,locking arrangements, stoppers, handles on both sides with 7.5cms. Opening at 10cms. C to c applying a priming coat of redlead paint. Cost of materials, labour, HOM of machinery complete as per specifications. Size of gate 2.4 x 1.4 m.Sp No. KBS 7.7/1.12 (Page No.- 36 Item No.- 7.1)

KSRB 7.3 : Providing and fixing 1mm thick M.S. sheet garage doorwith frame and diagonal braces of size 40x40x6mm angle Iron, 3.15mm thick M.S. Gusset plates at the junctions and corners, with handles, stoppers and locking arrangements etc., including applyinga priming coat of red lead paint cost of materials, labour.HOM ofmachinery complete as per specifications. Double leaf door of size2.4x2.4m Specification No. KBS 7.9/7.12 (Page No.- 36 Item No.- 7.3)

KSRB 7.5 : Providing and fixing pull and push type rolling shuttersof approved make out of 18 guage, 75mm wide cold rolled steellaths of convex corrugation,with side guides and bottom rail,with interlocking arrangements for steel laths by means ofalternate clips, suspension shaft with high tension coil type springstwo numbers,mounted on specially desgned pipe shaft, withbracket plates, guide channels,ball bearing arrangements, for inside & Outside locking with push & pull operation completeincluding pulling hooks,4Nos. Handles with all fittings andaccessries,painted with a coat of red lead paint(without top cover)coat of materials,labour,HOM of machinery complete as per specifications. Shutter size 3m x 2.8 m. Sp No. KBS 7.10/7.12 (Page No.- 34 Item No.- 7.5)

KSRB 7.6 : Providing and fixing top covers made out of 20 guageM.S. Sheet over pull and push rolling shutters bent to shape includingcost of red lead primer coat painting, materals, labour,HOM of machinerycomolete as per specifications. SP No. KBS 7.10.6 / 7.12. (Page No.- 35 Item No.- 7.6)

KSRB 7.7 :- Providing and fixing in position in cement concrete 1:3:6steel glazed windows and ventiators side hung/top hung fully openableas per approved drawings using Z angles of 25x33x3mm, weighing1.419Kg/m both for outer and inner grames and central muiliun sectionof size 25x46x3mm weighing 2.28Kg/m duly providing t section 19x19x3mm, weiging 0.839kg/m for glazing of windows not more than 34cms, c to c including providing and fixing 4mm thick reeded blass with teakwoodbeading of required size, all steel sections should confirm to I.S. 7452:1990,4 No's of ho;dfasts of approved size, section should cut to length weldedand electrically grinded subdividing frames of unit shall be tennoned and revetted into the frames electrically. All the steel surface shall be throughlycleaned free of rust and painted with one coat of anti - corosive paintand finishing with two coats of ready mix paint of approved colour andmake including cost of materials, fixtures, labour and HOM of Machinarycompete as per specifications .Sp No. KBS.7.12.1/7.12.2/7.12.3/7.12 (Page No.- 37 Item No.- 7.7)

KSRB 7.8 :- Providing and fixing in position in cement concrete 1:3:6steel glazed windows and ventiators side hung/top hung 2/3 openable 1/3fixed as per approved drawings using Z angles of 25x33x3mm, weighing1.419Kg/m both for outer and inner grames and central muiliun sectionof size 25x46x3mm weighing 2.28Kg/m duly providing t section 19x19x3mm, weiging 0.839kg/m for glazing of windows not more than 34cms, c to c including providing and fixing 4mm thick reeded blass with teakwoodbeading of required size, all steel sections should confirm to I.S. 7452:1990,4 No's of ho;dfasts of approved size, section should cut to length weldedand electrically grinded subdividing frames of unit shall be tennoned and revetted into the frames electrically. All the steel surface shall be throughlycleaned free of rust and painted with one coat of anti - corosive paintand finishing with two coats of ready mix paint of approved colour andmake including cost of materials, fixtures, labour and HOM of Machinarycompete as per specifications . (Page No.- 37 Item No.- 7.8)

Providing and fixing M.S. grill work for windows and ventilators weighing 21 kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approveddesing, drawing including cutting steel sections and weldingthe same to required pattem with a coat of red lead primer,cost of materials,fixtures, labour and HOM of machinery completeas per specifications. Specification No. KBS 7.12 (Page No.- 38 Item No.- 7.9)

KSRB 7.14 : Providing, fabricating, assembling and fixing in position anodizedaluminium using sections in combination of plain, single grove and doublegrove as per requirments for the frames of overall size 101.6mm x 44.45mm3.18mm, thick having section weight, plain sections 2.40 Kg/m, single grovesection2.541kg/m. and double grove section 2.683 kg/m and bottom member114.3mmx44.45mm 3.18mm thick weight 2.646 kg/m; aluminium louvers of size77.6mmx27.6mm 1.7mm. Thick section weight 0.483kg/m; bottom portions providedwith 12mm thick prelminated sheet bouth side of approved colour laminationexterior grade; aluminium sections of mat finish or glossy finish using section,spacing of vertical member shall not exceed 0.6m. C to c; sections are cut to therequired lengths, joints mitered and corners grinded subdividing frames tennonedand rivitted to the frames, the assembled frame shoud be stiffend with corner angls stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C. columnsor masonry onsides, R.C.C. lintels or beams at top and floor at bottom, including cutting chisting and making good with cement mortar to macth the surface, providingand fixing bottom panel folled with the materials to a height of 0.9m. From floor level;and 5.5mm thick plain glass for middle portion viz., 0.9m to 2.13m. And top panel with lower sections, the glass and panels fitted with glazing clips of 19mm x 17.3mm. Withthickness of 0.9mm weight 0.124kg/m; aluminium sections anodised 12 to 15 microns,sections, pre-treated for removal of any rust and prevention of further rust formation,and coated with greasy materials for non-adherence of mortars or any other sticklymaterials; vertical members embedded in the flooring by making suitable size holesand fixing with cement mortar, with necessary opening for fixing of doors of standard size (excluding cost of door opening) All the frame should be throughly cleaned freefrom rust, scale or dirt including cost of materials, fixtures, labour and HOMof machinery complete as per specifications. (Page No.- 38 Item No.- 7.14)

KSRB 7.15 : Providing, fabricating, assembling and fixing in position anodizedaluminium partitions using aluminium sections of mat finish or glassy finish in combination of plain grove, and single grove and double grove as per requirments for the frames of overall size 63.5mm x 38.1mm with thickness of 2mm. having section weight, plain sections 1.054Kg/m, single grove thickness 1.95mm. Sectrion weight 1.094 kg/m. and double grove thickness 1.9mm section weight 1.094 kg/m and bottom member 114.3mmx44.45mm 3.18mm thick weight 2.646 kg/m; aluminium louvers of size

36.5mmx34.93mm 1.45mm. Thick section weight 0.429kg/m; bottom portions providedwith 12mm thick prelminated sheet bouth side of approved colour lamination exteriorgrade upto 0.9m height, spacing of vertical member not exceeding 0.6m. C to c; sectionsare cut to the required lengths, joints mitered and corners grinded subdividing frames tennoned and rivitted to the frames, the assembled frame shoud be stiffend with corner angls stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C. columnsor masonry on sides, R.C.C. lintels or beams at top and floor at bottom, including cutting chisting and making good with cement mortar to macth the surface, providingand fixing 5.5mm thick plain glass for middle portion viz., 0.9m to 2.13m. And top panel with louvrer sections, the glass and panels fitted with glazing clips of 19mm x 17.3mm. Withthickness of 0.9mm weight 0.124kg/m; aluminium sections anodised 12 to 15 microns,sections, treated for removal of any rust and prevention of further rust formation,coated with greasy materials for non-adherence of mortars or any other sticklymaterials; vertical members embedded in the flooring by making suitable size holesand fixing with cement mortar, with necessary opening for fixing of doors of standard size (excluding cost of door opening) All the frame should be throughly cleaned freefrom rust, scale or dirt including cost of materials, fixtures, labour and HOMof machinery complete as per specifications. (Page No.- 39 Item No.- 7.15)

KSRB 7.16 : Providing, fabricating, assembling and fixing in position anodizedaluminium shutters to the existing door frame in the partition using 47.62 x 44.45mmsection thickness 3.18mm, weight 1.505kg/m for vertical frame: 47.62 x 44.45 thicknessof 3mm, weight 1.42kg/m for top section, 49.91 mm x44.45mm with wall thickness 3mmweight 1.495kg/m for central rail; and 114.3mm x 44.45mm thickness 3.18mm, weight2.646kg/m for bottom rail; aluminium sections anodized 12 to 15 microns and cutto length joint metredand corners grinded, the bottom rail hinged or pivoted, openingarrangements including providing and fixing standard approved accessories, such as aluminium handles, tower bolts, lock, pivots; hinges P.V.C or rubber gasket, 12mmperlaminated sheets(Novopan) exterior grade of approved colour both sides samecolour for bottom panel (novopan) and glass fixed with glazed clips 19mm x 17.3mm x 11mm, 0.9mm thick, weight 0.124 kg/m; aluminium sections treated for removal of any rustand prevention of further rust formation, and coated with greasy materials for non-adherance of mortars or any other sticky materials, including cost of materials, fixtures,labour and HOM of machinery complete as per specifications. (Page No.- 39 Item No.- 7.16)

KSRB 7.17 : Providing, fabricating, assembling and fixing inposition anodized aluminium doors using following aluminium matfinish or glossy finish, outer frame palin section 101.6 x 44.45mm

thickness 3.18mm, section weight 2.40 Kg/m, door shutters verticalsection 44.62 x 44.45mm thickness 3.18mm, sectionweight 1.50 Kg/m. top section 47.62 x 44.45mm thickness 3.00mm, section weight 1.426kg/mbottom section 114.3x44.45 thickness 3.18mm, section weight 2.64kg/m,door central section 49.91x44mm thickness 3.00mm, section weight1.495kg/m glazing clips 17x17.3x11 mm thickneaa 0.90mm section weight0.12kg/m; aluminium section anodized 12 to 15 microns cut tolength joint metred corners grinded, the shutters pivoted openingarrangement with heavy duty aluminium alloy automatic doorcolours floor mounted, providing and fixing standard approvedaccessories, such as aluminium handle for full width or length,tower bolts lock ,pivots; P.V.C. or rubber gasket with 5.5m. Thickplain glass for top and bottom panel; aluminium sections treatedfor removal of any rust and prevention of further rust formation.and coated with greasy materials for non-adherance of mortarsor any other sticky materials, the assembled frame fitted withthe corner angles, strips and fitted with screws, rawl plugs orteakwood gutties to R.C.C. coloumns or masonry on sides. Beamsand flooring in bottom. Including cutting, chistlingand makinggood with cement mortar to match the surface: all the framesthroughly cleaned free from rust, scale, or dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specifications. (Page No.- 42 Item No.- 7.17)

KSRB 8.3-1 : Providing and laying to required line and sloperoofing with corrugated asbestos cement sheet6mm. Thick fixed with galvanised iron J or L hooks, bolts andnuts 8mm, dai C.I plain and bitumen washers,over the existingpurlins, rafters and trusses including cost of materials,labour, complete as per Specifications. Sp No. KBS 8.5 (Page No.- 46 Item No.- 8.3)

KSRB 8.3-2 : Providing and laying to required line and sloperoofing with semi-corrugated(traffed)asbestos cement sheet6mm. Thick fixed with galvanised iron J or L hooks, bolts andnuts 8mm, dai C.I plain and bitumen washers,over the existingpurlins, rafters and trusses including cost of materials,labour complete as per Specifications. (Page No.- 46 Item No.- 8.6)

KSRB 8.3-3 : Extra for A.C Sheet corrugated / semi-corrugatedsheet roofing with vertical sheeting to a picth exceeding 60 degrres (Page No.- 46 Item No.- 8.7)

KSRB 8.3-4 : Providing and fixing ridges, hips with asbestoscement sheet roffing twith G.I. J or L hooks, bolts andnuts 8mm, dai C.I plain and bitumen washers, serrated or plainwings,adjustable ridges, including cost of materials,labour complete as per Specifications. (Page No.- 46 Item No.- 8.8)

KSRB 8.4-1 : Providing and fixing Mangalore tile roofing using first class tiles with necessary special tiles for ridges and hips,

mortar 1:4 over the existing rafters including cost of materials,labour,curing complete as per Specifications.Specification No. KBS 8.17 (Page No.- 47 Item No.- 8.10)





KSRB 8.7-5: Providing and fixing in position 12mm thick plasterof pairs (Gypsum anhydrous) for ceilling flat surface with ceilingtiles upto a height of 5m above floor level over wooden framesand rendered smooth with plaster of pairs(frame work to bemeasured and paid for seperatly) including cost of materilas,labour,curing complete as per specisifications> (Page No.- 48 Item No.- 8.24)

nandi wood reepers of size 50 × 25mm and pointed with cement

nandi wood reepers of size 50 × 25mm and pointed with cement

jungle wood reepers of size 50 × 25mm and pointed with cement

KSRB 9-2.2 :Providing Matti/Nandi wood wrought and putupfor purlins,common rafters and similar work including cost ofmaterials, labour, HOM of machineries complete as per specifications. Sp No: KBS 9.27 (Page No.- 51 Item No.- 9.3)

KSRB 9-2.4 : Providing Jungle wood such as Nerale, NeemWrought and putup for purlins, common rafters and similarwork including cost of materials, labour, HOM of machineriescomplete as per specifications. Specification No. KBS 9.27 (Page No.- 50 Item No.- 9.5)

KSRB 9-3.3 : Providing Matti or Nandi wood frams for falseceiling, partions etc., main battens of size 50 x 12.5 cms. C to c and cross battons 38mm x 50mm at 60cms, c to c sawn andputup including cost of materials, labour complete as per specifications, Sp No. KBS 9.28 (Page No.- 50 Item No.- 9.8)

KSRB 9.4-2 : Providing Honne wood frames of doors,windows,ventilators and other frames,wrought,framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but inclidingcost of materials, labour,HOM of machineries completeas per Specifications. Sp No. KBS 9.33 (Page No.- 50 Item No.- 9.11)

KSRB 9.4-3 : Providing Matti/Nandi wood frames of doors,windows,ventilators and other frames,wrought,framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but inclidingcost of materials, labour,HOM of machineries completeas per Specifications. Sp No. KBS 9.33 (Page No.- 50 Item No.- 9.12)

KSRB 9.5-1 : Providing and fixing in position fully panelled teakwood shutters for doors, styles and rails of 40mm, thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and penels of 25mm thick including cost of matirials,labour, HOM of machinries complete as per specifications.Specification No. KBS 9.34 (Page No.- 51 Item No.- 9.14)

KSRB 9.5-2 : Providing and fixing in position fully panelled honnewood shutters for doors, styles and rails of 40mm, thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and penels of 25mm thick including cost of matirials,labour, HOM of machinries complete as per specifications.Specification No. KBS 9.34 (Page No.- 50 Item No.- 9.15)

KSRB 9.5-3 : Providing and fixing in position fully panelled matti/nandiwood shutters for doors, styles and rails of 40mm, thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and penels of 25mm thick including cost of matirials,labour, HOM of machinries complete as per specifications.Specification No. KBS 9.34 (Page No.- 51 Item No.- 9.16)

KSRB 9.6-2 : Providing and fixing in position fully panelled Honnewood shutters for doors, styles and rails of 35mm, thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and penels of 25mm thick including cost of matirials,labour, HOM of machinries complete as per specifications.Specification No. KBS 9.34 (Page No.- 53 Item No.- 9.18)

KSRB 9.6-3 : Providing and fixing in position fully panelled Matti/Nandiwood shutters for doors, styles and rails of 35mm, thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and penels of 25mm thick including cost of matirials,labour, HOM of machinries complete as per specifications.Specification No. KBS 9.34 (Page No.- 51 Item No.- 9.19)

KSRB 9.7-2 : Providing and fixing in position fully panelled Honnewood shutters for doors, styles and rails of 30mm, thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and penels of 25mm thick including cost of matirials,labour, HOM of machinries complete as per specifications.Specification No. KBS 9.34

(Page No.- 51 Item No.- 9.21)

KSRB 9.7-3 : Providing and fixing in position fully panelled Matti/Nandiwood shutters for doors, styles and rails of 30mm, thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and penels of 25mm thick including cost of matirials,labour, HOM of machinries complete as per specifications.Specification No. KBS 9.34 (Page No.- 53 Item No.- 9.22)

KSRB 9.8-3 : Providing and fixing in position fully panelled Matti/Nandiwood shutters for doors, styles and rails of 30mm, thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and penels of 20 mm thick including cost of matirials,labour, HOM of machinries complete as per specifications.(excluding cost of fixtures) Specification No. KBS 9.34 (Page No.- 51 Item No.- 9.25)

KSRRB 9-10.2 :- Providing and fixing in position Honne Wood class-IIhalf panelled and half glazed shutters for doors, styles and rails of 35mm.thick with bottom and lock rails 180mm wide top rail and styles 100mmwide as per drawing and panels of 25mm thick, 4mm thick plain glass,fixed with beading 15mm wide and thickness to finish with the shutterssurfece including cost of materials, labour, HOM of Machinwries complete as per specifications (excluding cost of fitures)Specification No. KBS 9.34, 9.42 (Page No.- 52 Item No.- 9.29)

KSRB- 9-14-3 : Providing and fixing in position shutters for doorsmade out of Honne styles and rails of 40mm. Thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and panels of 18mm thick of exterior grade plain particlesboard including cost of materials, labour. HOM ofmachineries complete as per specifications. (excluding costof fixtures) SP No. KBS 9.34, 9.26.3 (Page No.- 53 Item No.- 9.36)

KSRB- 9-14-1 : Providing and fixing in position shutters for doors

made out of Honne styles and rails of 35mm. Thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and panels of 18mm thick of exterior grade Melamineimpregnated prelamination particle board of approved colouron both sides including cost of materials, labour. HOM ofmachineries complete as per specifications. (excluding costof fixtures) SP No. KBS 9.34, 9.26.4 (Page No.- 56 Item No.- 9.37)

KSRB- 9-15-1 : Providing and fixing in position shutters for doorsmade out of Honne styles and rails of 30mm. Thick with bottomand lock rails 180mm wide top rail and styles 100mm wide as perdrawing and panels of 18mm thick of exterior grade Melamineimpregnated prelamination particle board of approved colouron both sides including cost of materials, labour. HOM ofmachineries complete as per specifications. (excluding costof fixtures) SP No. KBS 9.34, 9.26.3 (Page No.- 57 Item No.- 9.40)

KSRB 9.16-3 : Providing and fixing in position Matti/Nandi wood fullypanelled shutters for doors, styles and rails of 35mm, thick 75mm wide in two halves with panels of 25mm, thick including cost of matirials,labour charges, HOM of machinries complete as per specifications.(excluding cost of fixtures)Specification No. KBS 9.34 (Page No.- 54 Item No.- 9.45)



KSRB 9.22.2 : Providing and fixing in position fully glazed forwindow shutters with Honne wood styls and rails of 35mm.thick, 75mm wide in single shutters with 4mm thick plain glassfixed with wooden beading including cost of materials,labourcharges,HOM of machineries complete as per specifications.Specification No. KBS 9.34, 9.42 (Page No.- 62 Item No.- 9.69)

KSRB 9.25.1 : Providing and fixing in position fully glazed shuttersfor ventilators side hung or central pivoted with Teack wood stylesand rails of 30mm, thick, 50mm wide and central divider of 30mm.wide,3mm thick reeded glass fixed with wooden beading of size 10mm wide fiushed to the thickness of the frame including cost of matirials,labour charges,HOM of machineries complete as per specifications.(excluding cost of fixtures)Sp. No. KBS 9.34,9.42(Page No.- 62 Item No.- 9.74)

KSRB 9.25.2 : Providing and fixing in position fully glazedshutters for ventilators side hung or central pivoted with Honnewood styles and rails of 30mm, thick, 50mm wide andcentral divider of 30mm.wide,3mm thick reeded glass fixed with wooden beading of size 10mm wide fiushed to the thicknessof the frame including cost of matirials,labour charges,HOM ofmachineries complete as per specifications.(excluding cost of fixtures)Specification No. KBS 9.34,9.42 (Page No.- 62 Item No.- 9.75)

KSRB 9.25.3 : Providing and fixing in position fully glazedshutters for ventilators side hung or central pivoted with Matti/Nandi wood styles and rails of 30mm, thick, 50mm wide andcentral divider of 30mm.wide,3mm thick reeded glass fixed with wooden beading of size 10mm wide fiushed to the thicknessof the frame including cost of matirials,labour charges,HOM ofmachineries complete as per specifications.Specification No. KBS 9.34,9.42 (Page No.- 57 Item No.- 9.76)

KSRB 9.26.1 : Providing and fixing in position fully glazedshutters for ventilators side hung or central pivoted with Matti/Nandi wood styles and rails of 30mm, thick, 50mm wide and

central divider of 30mm.wide,3mm thick reeded glass fixed with wooden beading of size 10mm wide fiushed to the thicknessof the frame including cost of matirials,labour charges,HOM ofmachineries complete as per specifications.Specification No. KBS 9.34,9.42 (Page No.- 63 Item No.- 9.77)

" SOLID PANEL PVC DOOR SHUTTER Providing & fixing 30mmthick factory made rigid foam Pannlled Door shutters made fromM.S. tube of 19gauge thickness, size 19x19mm fro styles and15x15mm fro top & bottom rails, covered with heat moulded PVCc' channel of 5mm thick sheet & 30 x 50mm wide to from styles& 5mm thick & 75mm wide PVC Sheets for top rail, lock rail &bottom rail on either side & 5mm thick20mm wide PVC sheet asgap insert for top rail & bottom rail, panelling of 5mm thick PVCsheet fitted in the M.S. Frame. Sealed to the styles & rails with5x30mm PVC sheet beading on either side & joined together withsolvent cement adhesive etc., Complete as per manufacturesspecification & direction of Engineer-in-charge fixed to frameswith 3 nos of 75mm Aluminium hinges. (Page No.- 64 Item No.- 9.83)

Supply and fixing of door Shutters made of rigid PVC extruded ollow section(Nandi or Equivqlent) of 20mmx200mmmm with the wall thickness of 1.0mm+/-0.1mm eqully divided into 4 No's with tongue and groove locking aggangements, the shutter frameis made of 30mm x 79mm with the wall thickness of 1.5mm+/-0.15mmsectionmetric, cut and joined at 4 corners with 125mmx 225mmplatic brackets. The shutter shaal be horizentally rainforcedwith 2No's of 8mm PVC rods. Teak wood battons shall be Rainforced inside the foor shutter during the fabrication of the door shutter at those points wherever the hardware is fixed on to thedoor shutter. (Page No.- 65 Item No.- 9.87)

Supply and fixing of door frame made of hollow extruded PVCsection(Nandi or Equivqlent) having dismision of 40x57mm withthe wall thickness of 2mm+/-0.2mm duly rainforced with seasoned woodplank at the hinges side. The door frame top 2 corners shallbe mettric cut /weilded. (Page No.- 65 Item No.- 9.88)

Providing and fixing RCC door frames factory manufactured, withc.c. 1:11/2 : 3 reinforced with 3 No;s. of 6 mm dia. Main bars and 6mm dia. Stirrups welded at 30 cm C/C, vibrating, curring includingcost of steel and fabrication charges having No's. of hingeswith 20mm x 3mm M.S. fat welded with required iron rods and flats with

drilling and fixing 4 No.s, of flat screw nuts each in concrete for fixinghinges and making necessary provision in concrete for fixing aldropstower bots etc., incliding cost of one coat of iol based enamel primer,4No's of hold fasts, 3 No's. ISS Iron oxidised hinges necessary metal screws etc., complete. 60mm x 100mm size-door frames. (Page No.- 62 Item No.- 9.98)

KSRB 10.1 : Providing lime concrete terraciing on roofing, for weatherproof course, average thickness 100mm, laid to slope with 25mm nominalsize brick jelly and 50% lime surkhi mortar 1:2 (one lime putty two surkhi)remmed and finished with gur and Belgiri treatment rounding of junctionwith parapets including cost of materials, labour complete as per specifications. SP No. KBS 10.4.2 (Page No.- 64 Item No.- 10.1)

KSRB 12-1.2: Providing and laying in position to required levelor slope 150mm internal diametr salt glazed stoneware pipesgrade a and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints, including cost ofmaterials. Labour charges complete as per specifications.Sp No. KBS 12.2.5 / 12.7.(Page No.-67 Item No.- 11.2)



KSRB 12-3.2: Providing and laying in position plain cement

concrete of mix 1:4:8 (as per design) using 40mm and down sizegraded granite / trap metal for haunching of 150mm internaldiameter stoneware pipes, concrete machine mixed laid in layersnot exceeding 15cms thick, well compacted, including cost ofmaterials, labour charges, from work, HOM of machinery, curingSpecification No. KBS 4.1 / 4.2(Page No.- 68 Item No.- 11.20)

d``112233445677889900--same in spoil bank or on the canal embankment in layers as directed

(Page No.-76 Item No.- 44 of M.I.S.R)

KSRB 11-5.1 : Constructing brick masonry circular type manhole 0.91minternal dia at botom 0.9m deep and 0.56m dia at top with table mouldednon-modular bricks of 50 class designation 50 in cement mortar 1:4 insidecement plastered 12mm thick with cement mortar 1:3, finished with a floatingcoat of neat cement, foundation concrete 1:3;6 mix using 40mm and down sizegranite metal and making necessary channel in cement, with S.F.R.C. overand frame (heavy duty, HD-20 grade designation) 560mm internal dimeterconfirming IS: 12592, total weight cover and frame to be not less than 182kgfixed in cement concrete 1:2:4, 20mm and downsize broken granite metal, providing and removing centering, shuttering including cost of materials, labour.charges, HOM of mechaneries complete as per specifications. (Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid seperatly) Specification No. KBS 12.4(Page No.- 60 Item No.- 11.37)

KSRB 11-5 : Constructing brick masonry inspection chamber455x610mm, and 450mm depth,(clear inside dimension) for singlepipeline, using table moulded non - modular bricks of class designation 50 in cement mortar 1:5, C.I cover with frame (light duty)455 x 610mm internal dimenstion, total weight of cover with frameto be not less than 38Kg(weight of cover 23 Kg and weight of frame15Kg) RCC top slab with cement concrete 1:2:4 mix 20mm anddownsize granite metal, foundation concrete 1:5:10 with 40mm and downsize granite metal inside plastering 12mm thick with cementmortar 1:3, finish smooth with a floating coat of cement on walles andbed concrete complete as per standerd design including cost of materials, labour charges, curing complete as per specifications.(Page No.- 82 Item No.- 11.50)

KSRB 11-18.1 : Constructing brick masonry inspection chamber500x700mm, and 450mm depth,(clear inside dimension) for pipeline, with one or two inlets, using table moulded non - modular bricks of class designation 50 in cement mortar 1:5, C.I cover with frame (light duty)455 x 610mm internal dimenstion, total weight of cover with frame to be not less than 38Kg(weight of cover 23 Kg and weight of frame15Kg) RCC top slab with cement concrete 1:2:4 mix 20mm and downsize granite metal, foundation concrete 1:5:10 with 40mm & downsize granite metal inside plastering 12mm thick with cementmortar 1:3, finish smooth with a floating coat of cement on walles andbed concrete complete as per standerd design including cost of materials, labour charges, curing complete as per specifications.(Page No.- 72 Item No.- 11.52)

KSRB 11-3 : Providing and fixing white vitreous china clay, watercloset indian type (Squatting pan) of size 580mm with footrests,100mm S or P trap, (approved make ) cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specifications.(Page No.- 75 Item No.- 12.3)

KSRB 11-5 : Providing & fixing white vitreous china clay, water closet European type (pedestal type) with black solid plasticseat and lid, C.P brass hinges, rubber buffers. 10 litre low level,P.V.C flushing cistern (all approved make) with fittings,C.I /M.S beackets, 40mm diameter fiush bend with fittings and

clamps, overflow arrangements with special and 25mm mosquitoproof coupling of approved degin, painting of fittings andbrackets, cutting cost of materials, labour complete as perspecifications. Specification No. KBS 11.(Page No.- 85 Item No.- 12.5)

KSRB 11-11.2 : Providing & fixing white vitreous china clay,

C.P brass piller tap with C.I /M.S. brackets, 32mm C.P brass wasteof standared pattern, painting of fitting and brackets, cuttingand making good the wall and floor wherever reqired, includingcost of materials, labour complete as per specifications.Sp No. KBS 11(Page No.- 89 Item No.- 12.24)







angle back wash basin size 630 × 450mm with a signle 15mm





C.P brass piller tap with single elbow operated lever C.I /M.S. brackets, 32mm C.P brass waste of standared pattern, painting of fitting and brackets, cutting and making good the wall and floor wherever reqired, including cost of materials, labour complete as per specifications. Sp No. KBS 11(Page No.- 90 Item No.- 12.31)

KSRB 11-13.1 : Providing & fixing laboratory sink of whiteglazed fire clay of size 600x450x200mm with M.S/C.I brackets,C.P brass chain with rubber plug, 32mm C.P. brass waste,tapwith union, brass stop cock complete, painting of fittings andbrackets, cutting and making good the wall and floor whereverrequired, including cost of materials, labour complete as per Specifications. KBS 11(Page No.- 91 Item No.- 12.34)

KSRB 11-13.2 : Providing & fixing laboratory sink of whiteglazed fire clay of size 450x300x150mm with M.S/C.I brackets,C.P brass chain with rubber plug, 32mm C.P. brass waste,tapwith union, brass stop cock complete, painting of fittings andbrackets, cutting and making good the wall and floor whereverrequired, including cost of materials, labour complete as per Specifications. KBS 11(Page No.- 91 Item No.- 12.35)

KSRB 11-14.1 : Providing & fixing stainless steel kichen sink ofsize 510x1040mm bowl depth 178mm, with drain board, M.S. / C.I brackets, stainless steel plug 40mm, painting of fittings andbrackets, cutting and making good the wall and floor whereverrequired, including cost of materials, labour complete as per Specifications. (Page No.- 91 Item No.- 12.36)

KSRB 11-15.1 : Providing & fixing 600x450mm bevel Lead edge mirrorof superior glass with 6mm hard board backing and fixing and fixed towooden cleats with c.P screws, washers, including cost of materials, labour complete as per specifications.(Page No.- 91 Item No.- 12.39)

surgeon type wash basin size 660 × 460mm with a signle 15mm

KSRB 11-18-1.1 : Providing & fixing sand cast iron soil wasteand vent pipes 100mm dia with spun yarn soaked in cementslurry and cement mortar 1:2 including cost of materials, labour,testing complete as per specifications. KBS 11-1.10(Page No.- 92 Item No.- 12.47)

KSRB 13-1.2 : Providing and fixing to wall, ceiling and floorgalvanised/mild steel tube 20mm dia niminal bore with fitings(medium grade weight 1.65 kg/ mtr)B class including cost of Materials, labour charges,HOM of equipments and testingcomplete as per specifications.(Page No.- 100 Item No.- 13.2)

KSRB 13-3.2 : Providing and fixing in tranches galvanised/mildsteel tubes(medium grade)15mm dia nominal bore with all fittings(earth work in tranches to be measured and paid for separatetly)including cost of all materials, labour charges,HOM of equipmentand resting complete as per specifications.Specification No. KBS 13.2.14 / 13.6(Page No.- 87 Item No.- 13.10)



KSRB 13-3.4 : Providing and fixing in tranches galvanised/mildsteel tubes(medium grade)32mm dia nominal bore with all fittings(earth work in tranches to be measured and paid for separatetly)including cost of all materials, labour charges,HOM of equipmentand resting complete as per specifications.

Specification No. KBS 13.2.14 / 13.6(Page No.- 88 Item No.- 13.13)


KSRB 13-6.1-1 : Providing and fixing in position brass bib cock ofapproved quality 15mm nominal bore including cost of all materials,labour and HOM of equipments with all leads complete as perspecifications. Sp No.KBS 13.2.2 / 13.2(Page No.- 103 Item No.- 13.23)

KSRB 13-6.1-3 : Providing and fixing in position brass bib cock ofapproved quality 20mm nominal bore including cost of all materials,labour and HOM of equipments with all leads complete as perspecifications. Sp No.KBS 13.2.2 / 13.2(Page No.- 103 Item No.- 13.24)

KSRB 13-6.3-1 : Providing and fixing in position brass gate valuewith C.I wheel of approved quality (screwed end) 15mm nominalbpre including cost of all materials, labour and HOM of specifications.Sp No. KBS 13.2.6/13.3(Page No.- 89 Item No.- 13.32)

KSRB 13-6.3-4 : Providing and fixing in position brass gate valuewith C.I wheel of approved quality (screwed end) 32mm nominalbpre including cost of all materials, labour and HOM of specifications.Sp No. KBS 13.2.6/13.3(Page No.- 89 Item No.- 13.35)

KSRB 13-8.1 : Providing and fixing to wall, ceilling and floor, lowdensity polythylene pipes 6.00Kgf/sq.cm working pressur 20mmoutside diameter,with special flange compression type fittings,wall clips. Making good the wall,ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete asper specifications. Specification No. KBS 13.2.15.1/13.9(Page No.- 91 Item No.- 13.66)




KSRB 13-8.7 : Providing and fixing to wall, ceilling and floor, lowdensity polythylene pipes 6.00Kgf/sq.cm working pressur 75mmoutside diameter,with special flange compression type fittings,wall clips. Making good the wall,ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete asper specifications. Specification No. KBS 13.2.15.1/13.9(Page No.- 91 Item No.- 13.70.2)

KSRB 13-8.8 : Providing and fixing to wall, ceilling and floor, lowdensity polythylene pipes 6.00Kgf/sq.cm working pressur 90mmoutside diameter,with special flange compression type fittings,wall

clips. Making good the wall,ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete asper specifications. Specification No. KBS 13.2.15.1/13.9(Page No.- 91 Item No.- 13.70.3)

KSRB 13-10.2 : Providing and fixing to wall, ceilling and floorunplaticised PVC pipes 10.00Kgf/sq.cm working pressur 20mmoutside diameter chemp plast / wavin or equivalent make with ipe fittings,wall clips. Making good the wall,ceiling and floor,including cost of all materials, labour charges, HOM of equipments and testing complete asper specifications.Specification No. KBS 13.2.15.4/13.9(Page No.- 92 Item No.- 13.75)



KSRB 13-11.1 : Providing and placing on terrace, polyethylenewater stronge tanks with manhole lid and suitable lockingarrangements, making holes of suitable diameter for inlet, outletand over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete asper specifications.(For 1000 liter capacity)Specification No. KBS 13.22(Page No.- 92 Item No.- 13.78)

KSRB 14.2 : Providing and laying flooring with burnt stone slabs10 cms thick rough chistle dressed on cement mortar bed 1:6, 25mmthick, and pointed with cement mortar 1:3. including cost of materials,labour, complete as per specifications. Specification No. KBS 14.26(Page No.- 96 Item No.- 14.1)

KSRB 14.6-1 : Providing & Laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand formanufacture of blocks of approved size, shape and colour with aminimum compressive strength of 281 kg per sqm over 50mmthick sand bed(average thickness) and compacting with platevibrator having 3 tons compaction force thereby forcing part ofsand underneath to come up in between joints, final compactionof paver surface joints into its final level, including cost ofmaterials, labour and HOM of machineries complete as per Specifications.(Page No.- 112 Item No.- 14.6)

KSRB 14.7 : Providing and laying floring with 1:2:4 cementconcrete, 40mm thick Aqm 150.09 using broken granite metalof 20mm and down size laid to line and level in one layer and finish with a floating coat of neat cement, including cost of

materials, labour, curing,complete as per specification No,KBS 14.3(Page No.- 96 Item No.- 14.8)

KSRB 14.10-1 : Flooring with 25 mm to 40mm thick polished tandurblue stone slab using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed withcement slurry mixed with pigment to match the shade of the slab,including cost of materials, labour, curring , polishing completed as per specifications. (Page No.- 98 Item No.- 14.15)

KSRB 14.10-2 : Flooring with 25 mm to40mm thick polished shahabad slab using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed withcement slurry mixed with pigment to match the shade of the slab,

KSRB 14.7-2 : Providing and laying red oxide flooring 40mmthick, with an under layer of 30mm thick 1:2:4 cement concrete, using broken granite metal of 12.5mm nominalsize and top layer of 10mm thick plaster with 1:3 cementmortar mixed with red oxide(using 3.5kg of red oxide per50kg cement) finished with floating coat of neat cementmixed with red oxide (mix of same proportion) includingcost of materieals,labour,curing,complete as per specifications. Sp.No. KBS 14.3 (Page No.- 97 Item No.- 14.9)

KSRB 14.7-3 : Providing and laying red oxide flooring 40mmthick, with an under layer of 30mm thick 1:2:4 cement concrete, using broken granite metal of 12.5mm nominalsize and top layer of 10mm thick plaster with 1:3 finished with floating coat of cement including cost of materieals,labour,curing,complete as per specifications. Sp.No. KBS 14.3 (Page No.- 97 Item No.- 14.10)

including cost of materials, labour, curring , polishing completed as per specifications. (Page No.- 114 Item No.- 14.16)

KSRB 14.10-3 : Flooring with 25 mm to40mm thick polished Cadapa slab using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed withcement slurry mixed with pigment to match the shade of the slab,including cost of materials, labour, curring , polishing completed as per specifications. (Page No.- 114 Item No.- 14.17)

KSRB 14.11-1 : Providing mosaic flooring with cast-in-situ 40mm thick using marble chips flooring and polished to granolithic finish with underlayer of 28mm thick cement concrete 1:2:4 with stone aggregate 12mmand down size. And top layer 12mm thick with dark shade pigment withordinary cement in top layer only using white, black, chacolate, yellowor baroda green marble chips of size from 7 to 10 nominal size laid incement marble powder mix 1:3 (3 cement : 1 marble powder by weight)in proportion of 4:7 (4 cement marble powder mix : 7 marble chips byvolume) curing polishing oxalic acid wash, wax polish, including costof materials, labour, complete as per specifications. SP No. KBS 14.8 (Page No.- 114 Item No.- 14.18)

KSRB 14.12-4: Providing mosaic tiles flooring with white precast cementmosaic tiles 20mm thick using marble chips of 7 to 10 nominal size laidin floors and landing on a bed of 25mm thick average thickness of cementmortar 1:6, mix, jointed with neat cement slurry mix with pigment to matchthe shade of tiles, curing, rubbing, polishing, oxalic acid wash, wax polish,including cost of materials, labour, HOM of machinery complete as per specifications. (Page No.- 100 Item No.- 14.27)

KSRB 14.14-2 : Providing white glazed tiles of size 15cms x 15cms10mm thick for flooring, treads of steps and landing,laid on a bed of 12mm thick, cement mortar 1:3 mix, finished with flush pointing using white cement, including cost of materials,labour,curing,complete as per specifications. (Page No.- 101 Item No.- 14.32)

KSRB 14.14-4 : Providing colour glazed tiles of size 15 cms x 15cms 6mm thick for flooring, treads of steps and landings laid on a bed of 12mm thick,cement mortar 1:3 mix, flush pointing with whitecement using colour pigment, including cost of materials, labour,curing, complete as per specifications. Sp No. KBS 14, 15.2 (Page No.- 117 Item No.- 14.35)

KSRB 14.14-5 : Providing ceramic tiles of approved make, shadeand size for flooring, treads of steps and landings laid on a bedof 12mm thick,cement mortar 1:3 mix,flush pointing with whitecement using colour pigment, including cost of materials, labour,curing, complete as per specifications.

(Page No.- 118 Item No.- 14.36.)

KSRB 14.14-5 : Providing ceramic tiles of approved make, shadeand size for flooring, treads of steps and landings laid on a bedof 12mm thick,cement mortar 1:3 mix,flush pointing with whitecement using colour pigment, including cost of materials, labour,curing, complete as per specifications.

(Page No.- 118 Item No.- 14.36.2)

KSRB 14.15-1 : Providing marble slab florring 20mm thcik withedges of slab machine cut, for flooring, treds of steps andlandings laid on a bed of 25mm, thick cement mortar 1:6, mix,toline and level, jointed with cement slury curing, rubbing, polishingcomplete finishing with flush pointing using white cement,including cost of materials, HOM of machineries, labour, curing.complete as per specifications, Note: while preparing analyies,the quality of marble slab should be clearly nooted namely whitemarble, adanga marble, makrana etc., and also size of slab shouldbe noted clearly. Specification No. KBS 14.18. (Page No.- 118 Item No.- 14.37)

KSRB 14-17.1: Providing skriting, dado, risesof steps with whiteglazed tiles all sizes 6mm thick on 10mm thick cement plaster 1:3 andjointed with white cement slurry over rough plaster surface(excluding cost of rough plastered surface which should be measured and paid separately) using glazed tiles of approvedmake and size including cost of materials,labour. Complete as per Specifications. Sp No.KBS. 14.16, 14.17 (Page No.- 102 Item No.- 14.40)

do for Cermic Tiles of size 30 × 30 cms.

for Cermic Tiles of size 30 × 30 cms.

KSRB 14-17.2: Providing skriting, dado, risesof steps with colourglazed tiles 6mm thick on 10mm thick cement plaster 1:3 andjointed with white cement slurry over rough plaster surface(excluding cost of rough plastered surface which should be measured and paid separately) using glazed tiles of approvedmake and size including cost of materials,labour. Complete as per Specifications. Sp No.KBS. 14.16, 14.17 (Page No.- 118 Item No.- 14.41)

KSRB 14-18.1: Providing skriting, dado, rises of steps with marbleslabs not excedding 30 cms. Height on 10 cms. Thick cement mortar1:3 and jointed with white cement slurry over rough plaster surface(excluding cost of rough plastered surface which should be measured and paid separately) using marble slab with machine cut edges 25 cms. Thick including cost of materials,labour. Complete as per Specifications. Sp No.KBS. 14.19(Page No.- 119 Item No.- 14.42)

Providing and fixing special make glazed Vitrified tiles (Granomitefinish) of approved make, quality and colour of size 600 x 600 x 10mmthick fixed on existing flooring with a psacial roffe adhesive for flooringand skirting etc., complete including providing spears as required interval and removing stains etc., complete(Page No.- 103 Item No.- 14.43)

Providing flooring with 60cms x 60 cms. Size Vitrified glazed tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.(Page No.- 103 Item No.- 14.44)

KSRB 15.1.3 : Providing ruled pointing to coursed stone masonrywith cement mortar 1:3 20mm deep, after raking joints to depthof 20mm nicely lining, including cost of materials, labour,curing.complete as per specifications. (Page No.- 106 Item No.- 15.3)

KSRB 15.1.4 : Providing ruled pointing to coursed stone masonrywith cement mortar 1:4 20mm deep, after raking joints to depthof 20mm nicely lining, including cost of materials, labour,curing.complete as per specifications. (Page No.- 106 Item No.- 15.4)

KSRB 15.1.6 : Providing raised and cut pointing to coursed stone masonry

with cement mortar 1:3, 20mm deep, after raking joints to depthof 20mm nicely lining, including cost of materials, labour,curing.complete as per specifications. (Page No.- 106 Item No.- 15.5)

KSRB 15.1.6 : Providing raised and cut pointing to coursed stone masonrywith cement mortar 1:4, 20mm deep, after raking joints to depthof 20mm nicely lining, including cost of materials, labour,curing.complete as per specifications. (Page No.- 106 Item No.- 15.6)

KSRB 15.2.1 : Providing flush pointing to stone slab pavements,with cement mortar 1:3, after raking joints nicly lining, includingcost of materials, labour, curing complete as per specifications.(Page No.- 106 Item No.- 15.7)

KSRB 15.2.2 : Providing ruled pointing to stone slab pavements,with cement mortar 1:3, 20mm deep, after raking joints includingcost of materials, labour, curing complete as per specifications.(Page No.- 106 Item No.- 15.8)

KSRB 15-3.1 : Providing 12mm thick cement plaster in single coatwith cement mortar 1:4, to brick masionry including rounding offcorners wherever required smooth rendering, : providing and removing scaffolding, including cost of materials,labour, curing, completeas per specifications. (Page No.- 106 Item No.- 15.10)


KSRB 15-3.4 : Providing 15mm thick cement plaster in single coatwith cement mortar 1:3, to brick masionry including rounding offcorners wherever required smooth rendering, : providing and rem-oving scaffolding, including cost of materials,labour, curing, completeas per specifications. (Page No.- 106 Item No.- 15.12)





KSRB 15-3.9 : Providing 18mm thick cement plaster in single coat

with cement mortar 1:6, to stone masonry including rounding off

corners wherever required smooth rendering, : providing and rem-

oving scaffolding, including cost of materials,labour, curing, complete

as per specifications.

(Page No.- 107 Item No.- 15.17)

KSRB 15-3.10 : Providing 20mm thick cement plaster in single coatwith cement mortar 1:3, to stone masonry including rounding offcorners wherever required smooth rendering, : providing and rem-oving scaffolding, including cost of materials,labour, curing, completeas per specifications.

(Page No.- 107 Item No.- 15.18)

KSRB 15-3.11 : Providing 20mm thick cement plaster in single coatwith cement mortar 1:4, to stone masonry including rounding offcorners wherever required smooth rendering, : providing and rem-oving scaffolding, including cost of materials,labour, curing, completeas per specifications. (Page No.- 107 Item No.- 15.19)




KSRB 15-4.1 : Extra for providing and mixing waterproofing compoundin cement plaster work at one Kg per bag or in the proporation recommendedby the manufacturers, for cement mortar 1:3, 12mm thick cost of materialscomplete as per specifications. (Page No.- 124 Item No.- 15.23)

KSRB 15-4.1 : Extra for providing and mixing waterproofing compoundin cement plaster work at one Kg per bag or in the proporation recommendedby the manufacturers, for cement mortar 1:4, 12mm thick cost of materialscomplete as per specifications.

(Page No.- 124 Item No.- 15.25)

KSRB 15-5.1 : Providing rough cement plastering 15mm thick in single coatwith cement mortar 1:4, to brick masonry for base of dadooing works with sandof approved quality, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (Page No.- 108 Item No.- 15.30)

KSRB 15.10.1 : Providing white washing to new wall surface intwo coats with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications. (Page No.- 108 Item No.- 15.38)

KSRB 15.10.2 : Providing white washing for every one additionalcoats with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications. (Page No.- 108 Item No.- 15.39)

KSRB 15.10.3 : Providing white washing to ceilin / or sloping roofsurface in two coats with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications. (Page No.- 109 Item No.- 15.40)

KSRB 15.10.4 : Providing white washing to ceilin / or sloping roofsurface in One coats with lime of approved quality, to give an even shade including cost of materials, labour, complete as per specifications. (Page No.- 126 Item No.- 15.41)

KSRB 15.12. 1 : Providing Gopi colour washing to new wall surfacein two coats with lime and Gopi colour of approved quality, to give an even shade after throughly brooming the surface to remove all dirt,dust,mortar drops and other foreign matter including cost ofmaterials, labour, complete as per specifications. (Page No.- 126 Item No.- 15.44)

KSRB 15.12. 2 : Providing Gopi colour washing to new wall surface

in two coats with lime and Gopi colour of approved quality, to give an even shade after throughly brooming the surface to remove all dirt,dust,mortar drops and other foreign matter including cost ofmaterials, labour, complete as per specifications. (Page No.- 127 Item No.- 15.45)

KSRB 15-13.1 : Providing and applying One coat distemper primerof approved brand on wall surface after throughly brooming the surface to remove all dirt, dust, free from mortar draopsand other foreign matter including preparing the surface evenand sand paper smooth, cost of materials, labour, complete asper specifications. (Page No.- 109 Item No.- 15.46)

KSRB 15-14.1 : Providing and applying two coats with oil bound washable distemper of approved brand and shade on wallsurface including priming coat with distemper primer afterthroughly brooming the surface free from mortar draopsand other foreign matter including preparing the surface evenand sand paper smooth, cost of materials, labour, complete asper specifications. (Page No.- 110 Item No.- 15.49)

KSRB 15-14.3 : Extra over Item 15-14.1 for applying oil boundwashable distemper on ceiling and / or sloping roof as per specifications. (Page No.- 110 Item No.- 15.49.2)

KSRB 15-14.3 : Providing and applying one coat with oil boundwashable distemper of approved brand and shade on wall surfaceto give an even shade after throughly brooming the surface,free from all grease,dirt,loose peases of scales, includingpreparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. (Page No.- 110 Item No.- 15.50.1)

KSRB 15-15.1 : Extra Over Item 15-14.3 for applying one coatwith oil bound washable distemper on ceiling and / or slopingroof as per specifications. (Page No.- 111 Item No.- 15.50.2)

KSRB 15-15.1 : Providing and applying painting in two coatswith plastic emulsion paint of approved brand on wall surfaceto give an even approved shade after throughly brushingthe surface, free from mortar drops and other foreignmatter including preparing the surface even and sand papersmooth, cost of materials, labour, complete as per specifications. (Page No.- 111 Item No.- 15.51)

KSRB 15-15.3 : Providing and applying painting in two coatswith plastic emulsion paint of approved brand and manufacture wall surface to give an even approved shade after throughly brushingthe surface, free from mortar drops and other foreignmatter including preparing the surface even and sand papersmooth, cost of materials, labour, complete as per specifications. (Page No.- 128 Item No.- 15.52)

KSRB 15-6-1 : Providing and finshing extrenal walls in two coatswith waterfroof cement paint of approved brand and shade to givean even shade after throughly brooming the surface to removeall dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as perspecifiacations. (Page No.- 111 Item No.- 15.53.1)

KSRB 15-6-1 : Providing and finshing extrenal walls in two coatswith primer cement paint of approved brand and shade to givean even shade after throughly brooming the surface to removeall dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as perspecifiacations. (Page No.- 111 Item No.- 15.53.2)

KSRB 15-16.3 : Extra for providing and applying every Subsequent cost of waterproping cement paint of approved brand amd shade forItem No. 15.16.1 cost of materials,labour ,complete as per specifications (Page No.- 112 Item No.- 15.53.3)

KSRB 15-16 : Water proof cement paint KSRB 15-16.2 :Providing and finishing external walls in one coat with waterproof cement paint of approved brand and shade to give aneven shade after throughly brooming the surface to removeall dirt and loose powdered material.free from mortar drops and other foreign matter cost of materials,labour,complete as per specifications. (Page No.- 112 Item No.- 15.54.1)

KSRB 15-17.1 : Applying priming coat over new wood surfaceand/or wood based surface after brushing with wood primerpink paint including preparing the surface after throughly cleaningoil, grease, dirt and foreign matter,sand papering and knotting,ready mix paint including cost of materials, labour, complete as perSpecifications. (Page No.- 112 Item No.- 15.55)

KSRB 15-17.2 : Applying priming coat over new wood surfaceand/or wood based surface after brushing with wood primerpink paint including preparing the surface after throughly cleaningoil, grease, dirt and foreign matter,sand papering and knotting,ready mix paint including cost of materials, labour, complete as perSpecifications. (Page No.- 129 Item No.- 15.56)

KSRB 15-17.4 : Applying priming coat over new wood surfaceand/or wood based surface, after brushing with ready mix eanmelpriming paint including preparing the surface after throughlycleaning oil, grease.dirt and foreign matter,sand papering, and

knotting ready mix paint including cost of materials, labour,complete as per specifications. (Page No.- 112 Item No.- 15.58)

KSRB 15-17.5 : Applying priming coat over new wood surfaceand/or wood based surface, after preparing the surface after throughlycleaning oil, grease.dirt and foreign matter,sand papering, andknotting ready mix paint including cost of materials, labour,complete as per specifications. (Page No.- 130 Item No.- 15.59)

KSRB 15-17.6 : Providing and applaying painting two coats(excluding priming coat) on new wood surface and / or woodbased surface with enamel paint to give an even shade, cleaningthe surface of all dirt,dust and foreign matter, sand papering

the including cost of materials, labour, complete as per specifications. (Page No.- 113 Item No.- 15.60)

KSRB 15-17.8 : Extra over item No. 15.17.6 for applying every subsequent coat of enamel paint to give an even shade aftercleaning the surface of all clrit,dust and foregin matter,sandpapering, including cost of materials, labour, complete asper Specifications. (Page No.- 113 Item No.- 15.60.2)

KSRB 15-17.8 : Extra over item No. 15.17.7 for applying every subsequent coat of enamel paint to give an even shade aftercleaning the surface of all clrit,dust and foregin matter,sandpapering, including cost of materials, labour, complete asper Specifications. (Page No.- 130 Item No.- 15.61.2)

KSRB 15-17.9 : Providing and applaying painting two coats(excluding priming coat) on new wood surface and / or woodbased undercoating with flating varnish and finishing coat with varnish to give an even shade, cleaningthe surface of all dirt,dust and foreign matter, sand paperingso as to produse smooth dry, mat surface including cost of materials, labour, complete as per specifications. (Page No.- 113 Item No.- 15.62)

KSRB 15-17.19 : Providing and applaying painting one coat(excluding priming coat) onpreviously painted wood surfaceand/or wood based surface with black japan paint to give aneven shade after cleaning the surface of all dirt,dust and foreign matter, sand papering including cost of materials, labour, complete as per specifications. (Page No.- 115 Item No.- 15.72)

KSRB 15-18.1 : Applying red lead ready mix priming coat overnew steel or other metal surface including preparing the surfaceafter throughly cileaning oil, grease, dirt, and other foreign matter,and scoured with wire brushes, fine steel wool, sand papers including cost of materials, labour, complete as per specification, (Page No.- 132 Item No.- 15.73)

KSRB 15-18.2 : Providing and applying enamel metal paint twocoat (excluding priming coat)over new steel or other metal surface brushing to give an even shade after cleaning oil,grease, dirt and other foreign matter, including cost of materials,labour, complete as per specifications. (Page No.- 132 Item No.- 15.74)

KSRB 15-18.3 : Providing and applying enamel metal paint onecoat (excluding priming coat)on previously painted steel or other metal surface brushing to give an even shade after cleaning oil,grease, dirt and other foreign matter, including cost of materials,labour, complete as per specifications. (Page No.- 115 Item No.- 15.75)

KSRB 15-18.4 : Providing and applying alluminium paint Twocoat (excluding priming coat)over new steel or other metal surface brushing to give an even shade after cleaning oil,grease, dirt and other foreign matter, including cost of materials,labour, complete as per specifications. (Page No.- 133 Item No.- 15.76)

KSRB 15-19.1 : Providing and applying ready mix primingcoat over concrete / masonary / asbestos cement sheet /plastered surfaces including preparing the surface after

throughly cleaning of oil, grease, dirt and other foreign matter, and sand papering including cost of materials, labour,complete as per specifications. (Page No.- 133 Item No.- 15.80)

KSRB 15-20.2 : Providing and applying floor painting with readymix paint in one coat (excluding priming coat) on new concrete/asbestoes cement sheet/plastered surfaces brushing to given aneven shadepreparing the after throughly cleaning oil. Dirt, dustother foreign matter, and sand papering including cost of materials,labour,complete as per specifications (Page No.- 116 Item No.- 15.84)

KSRB 15-20.1 : Providing and applying wax polish on new concretefloor and vertical plastered surface using approved brand togive an even shade after preparing the surface after throughlycleaning oil.dirt, dust other foreign matter, including cost of materials, labour, complete as per specifications. (Page No.- 134 Item No.- 15.85)

KSRB 15-20.2 : Providing and applying wax polish on previouslyconcrete floor and vertical plastered surface using approved brand togive an even shade after preparing the surface after throughlycleaning oil.dirt, dust other foreign matter, including cost of materials, labour, complete as per specifications. (Page No.- 116 Item No.- 15.86)

KSRB 24-6 : Extra for KSRB 24-5 cleaning and washing the oldceiling and / or sloping roof with soap, soda and water includingcost of materials, labour, complete as per specifications. (Page No.- 139 Item No.- 16.2.2)

KSRB 24-44 : Repairs to plaster in paches of 2.5 sqm and lessin walls, ceillings 10 to 20 thick in cement mortar 1:3 including cutting the paches in proper shape and replastering the surfaceof the wall including disposal of rubbish with a lead of 50mincluding curing cost of materials,labour,complete as perSpecifications. Sp No. KBS 24.2.1(Page No.-144 Item No.- 16.39)

KSRB 24-44 : Repairs to plaster in paches of 2.5 sqm and lessin walls, ceillings 10 to 20 thick in cement mortar 1:6 including cutting the paches in proper shape and replastering the surface

of the wall including disposal of rubbish with a lead of 50mincluding curing cost of materials,labour,complete as perSpecifications. Sp No. KBS 24.2.1(Page No.-144 Item No.- 16.41)

KSRRB 200-1 : Cutting of trees grith from 900mm to 1800mmincluding cutting of trunks, branches and removal of stumpsstacking of servicable materials, within a lead of 100 metersand earth filling in the depression/pit, labour charges completeas per specifications SP No. KRBS 200-1. MORT & H SP No. 201.

KSRRB 200-2.1 : Clearing grass and removal of rubbish bymanual means upto a distence of 50 meters outside the prepheryof the area cleaned labour charges complete as per specificationNo. KRBS 200-1 MORT & H Sp No. 201.(Page No.-146 Item No.- 17.6)

KSRRB 200-3.1 : Clearing and grubbing road land includinguprooting rank vegetation,grass, bushes, shrubs, spalling andtrees of grith upto 300mm, by manual means, in area of lightjungle, removal of stimps, disposal of unserviceable materials,stacking of serviceable materials within a lead of 100 meters fromroad boundary, labour charges complete as per specifcications.Specification No. KRBS 200-1 MORT & H Soecification No.201. (Page No.-128 Item No.- 17.7)

KSRRB 200-3.2 : Clearing and grubbing road land includinguprooting rank vegetation,grass, bushes, shrubs, spalling andtrees of grith upto 300mm, by manual means, in area of lightjungle, removal of stimps, disposal of unserviceable materials,stacking of serviceable materials within a lead of 100 meters fromroad boundary, labour charges complete as per specifcications.Specification No. KRBS 200-1 MORT & H Soecification No.201. Do thorny jungle(Page No.-128 Item No.- 17.8)

KSRRB 200-4.13 :- Dismantling dry rubble stone masonry in foundation and/or upto 1.5mtres above ground level includingsorting the dismantled materials, disposal of unserviceablematerials, stacking the serviceable materials within a lead of 100metes. Providing and removing scaffolding wherever necessary

cost of all labour charges complete as per specifications.Specification No KRBS 200-2 MORT & H Specification No. 202(Page No.-130 Item No.- 17.22)

KSRRB 300-1.1: Earth work excavation by manual means inordinery soil involving an average horizontal throw upto 2 metersand an average lift upto 0.5 m, excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly afterbreaking of clods complete as per specifications.Specification No. KRBS 300-1 MORT & H Specification No.301To 305(Page No.-134 Item No.- 18.1)

KSRRB 300-1.2: Earth work excavation by manual means inhard soil involving an average horizontal throw upto 2 metersand an average lift upto 0.5 m, excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly afterbreaking of clods complete as per specifications.Specification No. KRBS 300-1 MORT & H Specification No.301To 305(Page No.-134 Item No.- 18.2)

KSRRB 300-2.1 : Formation of road embankment by manual meansin ordinery soil including breaking of clods, spreading to requiredline and level, forming, cost of all materials, labour etc., completeas per specifications. (excluding watering and compaction of earth)with lead & lift Sp No. KRBS 300-1, 300.5 MORT & H Sp No. 301 to 305. (Page No.- 134 Item No.- 18.3)

KSRRB 300-2.2 : Formation of road embankment by manual meansin gravely soil/murrum including breaking of clods, spreading to requiredline and level, forming, cost of all materials, labour etc., completeas per specifications. (excluding watering and compaction of earth)with lead & lift Sp No. KRBS 300-1, 300.5 MORT & H Sp No. 301 to 305. (Page No.- 134 Item No.- 18.4)

KSRRB 300-2.4 : Excavation in soft rock without blasting forformation of roads including stacking neatly, to uniform line and

level with an initial lead upto 15m, cost of all labour, equipmentcomplete as per specifications. Specification No. KRBS 300-1,300.5MORT & H Specification No. 301 to 305. (Page No.- 134 Item No.- 18.6)

KSRRB 300-3.1 : Extra for every 7.5m additional lead beyond 15m but upto 60m. by manual means for kinds of soils except hard rock including cost of all labour complete as per specifications.(Page No.-155 Item No.- 18.9)

KSRRB 300-3.2 : When lead is more than 60m upto 500m by any meansof conveyance including loading and unloading for all kinds of soils except hard rock including cost of all labour complete as per specifications.(Page No.-155 Item No.- 18.10)

KSRRB 300-5 : Box cutting / trenching the sub grade to properslope, camber and removing inequalities including removin the stuff and despositing on the road side slopes(cutting of earthworkshall be paid seperately in the respective item on thebasis of classification of the excavation) including cost of all labourcomplete as per specifications. Specifications No KRSB 300-1MORT & H Specification No. 301 to 305(Page No.-135 Item No.- 18.12)

KSRRB 300-7.2 :- Extra for laying earth by manual means as perspecifications for compaction in 250mm thick loose layers whenlaying of earth in layers is done simultanceously with excavationof earth work and dressing but excluding rolling and wateringincluding cost of all labour complete as per specifications.Sp No. KRBS 300-5 MORT& H Sp No. 305.5(Page No.-156 Item No.- 18.15)

KSRRB 300-7.5 : Extra for watering the earth to bring the earth

KSRRB 300-3.1 : Extra for every 7.5m additional lead beyond 15m but upto 60m. by manual means for kinds of soils except hard rock including cost of all labour complete as per specifications. (Page No.-155 Item No.- 18.9)

upto required optimum moiture content manually including costof all labour complete as per specificationsSpecifications. Sp No. KRBS 300.5 MORT & H Specification No. 305.5(Page No.-156 Item No.- 18.18)

KSRRB 300-7.6 : Extra for watering the earth to bring the earthupto required optimum moiture content with mechinery includingcost of all labour, HOM of machineries complete as per Specifications. Sp No. KRBS 300.5MORT & H Specification No. 305.5(Page No.-135 Item No.- 18.19)

KSRRB 300-7.7 : Extra for rolling to specification with the use ofvibratory roller when earth is at suitale moisture content with desiredfield density not less than 95% of maximum dry density(ordinaryproctor test) including HOM of machineries complete as perspecifications. Specification No. KRBS 300.5MORT & H Specification No. 305.5(Page No.-156 Item No.- 18.20)

KSRRB 300-7.9 : Extra for rolling to specification with powerroller 8-10tonne when earth is at suitale moisture content with desiredfield density not less than 95% of maximum dry density(ordinaryproctor test) including HOM of machineries complete as perspecifications. Specification No. KRBS 300.5MORT & H Specification No. 305.3.3(Page No.-136 Item No.- 18.22)

Providing, laying,spreading and compacting stone aggregatesof specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing,rolling with 3wheeled steel/vibratory roller 8-10 tonnes in stages to propergrade and camer,applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarseaggregate, watering and compacting to the required density.Material(Refer table 400-7, 8&9) using Screening crushabletype such as Moorum or Gravel Grading-II(Manual)Clause : 404 of MORT & H(Page No.-138 Item No.- 19.9)

Providing, laying. Spreading and compacting stone aggregatesof specific sizes to water bound macadam specification includingsoreading in uniform thickness, hand packing, rolling with 3 wheeledsteel/vinratory roller 8-10 tonnes in stages to proper grade andcamber, applying and brooming requisite type of screening/

Providing, laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camer,applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Material(Refer table 400-7, 8&9) using Screening crushable type such as Moorum or Gravel Grading-III (Manual) Clause : 404 of MORT & H (Page No.-138 Item No.- 19.10)

Providing, laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camer,applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Material(Refer table 400-7, 8&9) using Screening crushable type such as Moorum or Gravel Grading-III (Manual) Clause : 404 of MORT & H (Page No.-138 Item No.- 19.11)

Providing, laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camer,applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Material(Refer table 400-7, 8&9) using Screening crushable type such as Moorum or Gravel Grading-III(Manual) Clause : 404 of MORT & H (Page No.-160 Item No.- 19.10)

binding matereials to fill up the interstices of coarse aggregate,watering and compacting to the required density. Material(Rafer table 400-7, 8 & 9 ) using screening crushable typesuch as Moorum or Gravell Grading - II (Manual) Clause :404 of MORT & H.(Page No.-138 Item No.- 19.9)

KSRRB 500-1.2: Cleaning the existing black topped surface withbrooms, soft brushes and finally dusting with old gunny bages &/or compressed air to receive bituminous treatment includingcost of all materials, labour,HOM of machineries complete as per specifications. Specification No. KRBS 500-2.4.2MORT & H Specification No. 502-4.2 & 503-4.2(Page No.-141 Item No.- 20.2)

Providing and applying tack coat with emulsion using emulsion pressure distributor at the rate of 0.225 kg per sqm on the preparednormal bituminous surface cleaned with mechanical broom.(Bitumen Emulsion = 0.225 kg/sqmt.) MORT & H Specification No. 503(Page No.-141 Item No.- 20.7)

KSRRB 500-1.1: Cleaning the existing WBM road surface withincluding removing of binding materials and other foreignmatter with wire brushes and small picks, sweeping brooms, soft brushes and finally dusting with old gunny bags & /or compressed air to receive bituminous treatment including cost of all materials, labour,HOM of machineries complete as per specifications. Specification No. KRBS 500-1.3 MORT & H Specification No. 502-4.2 & 503-4.2 (Page No.-141 Item No.- 20.1)

Providing and Laying bituminous macadam compacted 50mm thick with 40-60 TPH HMP using crushed aggregatesof specified grading,premixed with bituminous binder, transported to site laid over a priviously prepared surface withpaver finisher to the required grade,level and alignment and rolledas per clauses 501.6 and 501.7 to achieve the desired compaction(Butumen Emulsion = 0.0724 ton/cum, Metal = 1.415)MORT & H specification 504(Page No.-142 Item No.- 20.10)

Providing , laying and rolling of built-up-spray grout layer over preparedbase consisting of a two layer composite construction of compactedcrushed coarse aggregates using motor grader for aggregates. keystone chips spreader may be used with applcation of bituminous bindeo after each layer, and with key aggregates placed on top of the second layer to serve as a base conforming to the line,grades and cross-section specified, the compacted layer thickness being 75mm, as per clause 506.with 80/100 Grade bitumen.(Page No.-142 Item No.- 20.11)

Providing and applaying tack coat with bitumon cmulsionusing emuision pressure distributed at the rate of 0.275 kgper sqm on the prepared on granuler surface cleaned.withmechanicle broom such as WBM surface treated with primer and dry and hungry and bituminous surface,(Bitumen Emulsion=0.275kg/Sqmtr)MOR & H Specification No. 503. (Page No.-141 Item No.- 20.8)

Providing and applaying tack coat with bitumon cmulsionusing emuision pressure distributed at the rate of 0.375 kgper sqm on the prepared on granuler surface cleaned.withmechanicle broom such as WBM and WWM surfaces(not primed) (Bitumen Emulsion=0.375kg/Sqmtr)MOR & H Specification No. 503. (Page No.-164 Item No.- 20.9)

Providing and laying semi dense bituminous concrete 25mmcompacted thick with 40-60 TPH hot plant using crushed aggregatesof specified grading, premixed with bituminous binder @ 5 percent of mix and filler, transporting the hot mix to work site, layingwith a hydrostatic paver finisher with sensor control to the requiredgrade, level and alignment,rolling with smooth wheeled, vibratoryand tendemrollers to achieve the disiered compaction as per MORTH specification clause No.508 complete in all respects(Bitumen = 0.115 Metal = 1.45, Cement = 0.042) Over B.T. surface using 80/100 grade bitumen(Page No.-143 Item No.- 20.13.1)

Providing and laying semi dense bituminous concrete 25mmcompacted thick with 40-60 TPH hot plant using crushed aggregatesof specified grading, premixed with bituminous binder @ 5 percent of mix and filler, transporting the hot mix to work site, layingwith a hydrostatic paver finisher with sensor control to the requiredgrade, level and alignment,rolling with smooth wheeled, vibratoryand tendemrollers to achieve the disiered compaction as per MORTH specification clause No.508 complete in all respects(Bitumen = 0.115 Metal = 1.45, Cement = 0.042) Over B.T. surface using 60/70 grade bitumen(Page No.-143 Item No.- 20.13.3)

Providing and laying surface dressing as wearing course in single coatusing crushed stone aggregates of specified size on a layer ofbituminous binder laid on prepared surface including cleaning with mechanical broom hydraulic and rolling with 8-10 tonnesmooth wheeled steel roller, 13mm nominal size chipping (bitumen=1.0kg/sqmt.metal=0.01) MORT & Sp 511.(Page No.-143 Item No.- 20.15)

Providing,laying and rolling of open-graded premix surfaceing of 20mmcompacted thickness composed of 13.2 mm to 5.6mm aggregates eitherusing penetration grade bitumen or cut-back or emulsion to required line,grade and level to serve as wearing coruse on a priviously prepared baseincluding mixing in a suitable plant,laying and rolling with a smooth wheeledroller 8-10 tonne. Capaciaty finshed to required level and grade machanicalmethod using penetration grade bitumine and HMT of appropriate capacity(Bitumine = 1.46 kg per Sqmtr Metal = 0.027) MORT & H Sp. 511do with 6-10 mine mix plant(Page No.-143 Item No.- 20.16.2)

Providing,laying and rolling of close-graded premix surfaceing material of 20mm compacted thickness composed of 13.2 mm to 0.09mm (Type-B) aggre-gates using penetration grade bitumen 80/100 to the required line,grade and level to serve as wearing coruse on a priviously prepared baseincluding mixing in a suitable plant,laying and rolling with a smooth wheeledroller 8-10 tonne. Capaciaty finshing to required level and grade,as per MORTH (Bitumen=1.90kg/sqm, Metal=0.027) Clause 512Using Type-B materialwith CRMB 55/POLIMER MB 70(Page No.-144 Item No.- 20.18)

Providing and laying liquid seal coat(Type A)as per clause 513of MORT & H Sp.(IV revition) using granite stone chips consiting of 0.09 cubic meter graded metal per 10 sq.mtr. As per table 500-3 of MORT & H including applaying 80/100 grade bitumen binder at 9.8 kgper 10 Sqmtr.by mechanical sprayer including heating bitumen sprayerand sprading metal and rolling with a smoth wheeled roller 8-10 tonnes capacity including cost of all material,labour hire charges of machinery etc. Complete.(Page No.-144 Item No.- 20.19)

Removal of all failed material, trimming of copleted excavation toprovide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling thepot holes with hot bituminous material as per clause 511, compactingtrimming and finishing the surface to form a smooth continuosesurface, all as per clause 3004.2 MORT & H (bitumen = 0.00146, emulsion = 0.00024 Metal = 0.027)(Page No.-145 Item No.- 20.23.1)

Removal of all failed material, trimming of copleted excavation toprovide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling thepot holes with hot bituminous material as per clause 504, compactingtrimming and finishing the surface to form a smooth continuosesurface, all as per clause 3004.2 MORT & H Grading I - 19 mm(National size) (bitumen = 0.00459, emulsion = 0.00024 Metal = 0.0581) (Page No.-145 Item No.- 20.24.1)

Providing and laying Built up Spray Grout 75mm Compacted thickapplying tack coat over B.T. surface, providing and laying MixedSeal surfacing type B 20mm thick, laying by menual means includingscraifying the B.T. & W.B.M. surface and cutting to regular shape, cleaningtheW.B.M. surface applying tack coat over W.B.M. surface etc., complete as per relevent MORT & H specification clause including cost and conveynceof all materials, loading and unloading labour, with all leads. Hore charges of machinery etc., Complete (Bitumin = 0.0022, EmulSion = 0.000275 metal=0.14)(Page No.-145 Item No.- 20.25.1)

Filling pot-holes and patch Repairs with open-Graded Premix surfacing,20mm compacted thickness.Removal of all failed material, trimming of copleted excavation toprovide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling thepot holes with hot bituminous material as per clause 511, compactingtrimming and finishing the surface to form a smooth continuosesurface, all as per clause 3004.2 MORT & H (bitumen = 0.00146, emulsion = 0.00024 Metal = 0.027)(Page No.-167 Item No.- 20.23(20.23.1)

KSRRB 800-1 : Painting two coats after filling the surfsce with syntheick enamel paint in approved shades on new plasteredconcrete surfaces, with materials, labour, complete as per specifications. Sp No. 800.3 MORT & H Sp No. 800(Page No.-149 Item No.- 21.1)

KSRRB 800-2.1 : Painting new kannada/Hindi letters and figures(commas etc., are cm 0.58 not to be measured and paid for.Half letter shall be counted as half) of any shade with syntheticenamel paint black or any other approved colour to give an evenshade including materials, labour complete as per specifications(Rate per Cm height per letter)Sp No. KRBS 800 MORT & H Sp No. 800 (Page No.-169 Item No.- 21.2)

KSRRB 800-4.1: Painting and painting of letter on 16cms. High inKannada/Hindi on ordinary kilometers stone with synthetic enamelpaint of approved make and quality including materials, labourcomplete as per specification No. KRBS 800 MORT & H Sp No. 800(Page No.-148 Item No.- 21.6)

KSRRB 800-4.3: Painting and painting of letter on 5 Kilometers. stone with synthetic enamel paint of approved make and quality including materials, labour complete as per specification No. KRBS 800 MORT & H Sp No. 800(Page No.-148 Item No.- 21.8)

KSRRB 800-4.4: Painting and painting of letter on 200 meters. stone with synthetic enamel paint of approved make and quality including materials, labour complete as per specification No. KRBS 800 MORT & H Sp No. 800(Page No.-149 Item No.- 21.9)

KSRRB 800-5 : Providing and fixing at site precast cementconcrete M15 grade kerb, 425 cms wide and 10 cms thick using 20mm and down garnite metal including cost of materials, labour,curing complete as per specifications. Sp No. 1000, 1700 MORT & H Sp No. 1000, 1700.(Page No.-170 Item No.- 20.10)

KSRB 800-6 : Providing supplying and fixing in position, ordinarykilometer stone with reinforced cement concrete of M10 gradeusing 20mm and down size granite metal as per standered designincluding cost of materials,steel,labour,curring complete as per specifications. Sp No. KRBS 800.4 MORT & H Sp No. 800(Page No.-170 Item No.- 20.11)

KSRB 800-7 : Providing supplying and fixing in position, 5thkilometer stone with reinforced cement concrete of M15 gradeusing 20mm and down size granite metal as per standered designincluding cost of materials,steel,labour,curring complete as per specifications. Sp No. KRBS 800.4 MORT & H Sp No. 800(Page No.-149 Item No.- 20.12)

KSRB 800-8 : Providing supplying and fixing in position, 200mstone with reinforced cement concrete of M15 gradeusing 20mm and down size granite metal as per standered designincluding cost of materials,steel,labour,curring complete as per specifications. Sp No. KRBS 800.4 MORT & H Sp No. 800(Page No.-149 Item No.- 20.13)

KSRB 2200-3-1 : Providing Weep holes in plain concrete/ reinforcedconcrete using 100mm dia AC pipes for abutments, wing walls, returnwalls as per drawing and specification including cost of materials,labour, complete as per specifications. Sp No. KRBS 2700 MORT & HSpecification No. 2205(Page No.-178 Item No.- 29.1)

KSRB 2500-5 : Providing ,stone pictching on slopes using stoneof approved size and packing with quarry spalls as per drawingincluding cost of matrials,labour,complete as per specifications.Sp No. KRBS 2500-4. MOR & H Specifications No. 2502 (Page No.- 190 Item No.- 31.5)

KSRRB 2900-1.1 : Earth work excavation of foundation trenchesfor culverts in ordinary soil not exceeding 2m, in depth includingdressing the bottom and sides of trenches, stacking the excavatedsoil clear from edges of excavation and subsequent filling aroundhume pipes / masonry, in 15 cms. Layers with compaction includingdisposal of surplus soil as directed with a lead of 30 m. cost of labourcomplete as per specifications. No. KRBS 300-1, 300-4.MORT & H Specification No. 304.(Page No.-205 Item No.- 35.1)

KSRRB 2900-2.1 : Earth work excavation of foundation trenchesfor culverts in hard soil not exceeding 2m, in depth includingdressing the bottom and sides of trenches, stacking the excavatedsoil clear from edges of excavation and subsequent filling aroundhume pipes / masonry, in 15 cms. Layers with compaction includingdisposal of surplus soil as directed with a lead of 30 m. cost of labourcomplete as per specifications. No. KRBS 300-1, 300-4.MORT & H Specification No. 304.(Page No.-201 Item No.- 35.2)

KSRB 2900-2.1 : Earth filling with surplus ordinery soil obtainedfrom foundation excavation and surplus material outside theexcavation area in 15cms. Thick layer, including ramming

KSRRB 2900-1.4 : Earth work excavation of foundation trenches for culverts in hard rock by blasting not exceeding 2m, in depth including stacking the excavated stuff clear from edges of excavation and subsequent filling around hume pipes / masonry, with available earth in 15 cms. Layers with compaction including disposal of surplus soil as directed with a lead of 30 m. cost of labour complete as per specifications. No. KRBS 300-1, 300-4. MORT & H Specification No. 301 to 305. (Page No.-201 Item No.- 35.4)

KSRRB 2900-1.4 : Earth work excavation of foundation trenches for culverts in soft rock by blasing not exceeding 2m, in depth including stacking the excavated stuff clear from edges of excavation and subsequent filling around hume pipes / masonry, with available earth in 15 cms. Layers with compaction including disposal of surplus soil as directed with a lead of 30 m. cost of labour complete as per specifications. No. KRBS 300-1, 300-4. MORT & H Specification No. 301 to 305. (Page No.-233 Item No.- 35.5)

KSRRB 2900-1.5 : Excavation of foundation trenches for culverts in soft rock witout blasting not exceeding 2m, in depth including stacking the excavated stuff clear from edges of excavation and subsequent filling around hume pipes / masonry, with available earth in 15 cms. Layers with compaction including disposal of surplus soil as directed with a lead of 30 m. cost of labour complete as per specifications. No. KRBS 300-1, 300-4. MORT & H Specification No. 301 to 305. (Page No.-201 Item No.- 35.5)

KSRRB 2900-1.6 : Excavation of foundation trenches for culverts in hard rock witout blasting not exceeding 2m, in depth including stacking the excavated stuff clear from edges of excavation and subsequent filling around hume pipes / masonry, with available earth in 15 cms. Layers with compaction including disposal of surplus soil as directed with a lead of 30 m. cost of labour complete as per specifications. No. KRBS 300-1, 300-4. MORT & H Specification No. 301 to 305. (Page No.-201 Item No.- 35.6)

watering and consolidation with lead upto 30m. Cost of labour complete as per Specifications. No. KSRB 300-4.MORT & H Sp No. 301 to 305.(Page No.-201 Item No.- 35.7)

KSRB 2900-2.2 : Earth filling with surplus hard soil obtainedfrom foundation excavation and surplus material outside theexcavation area in 15cms. Thick layer, including ramming watering and consolidation with lead upto 30m. Cost of labour complete as per Specifications. No. KSRB 300-4.MORT & H Sp No. 301 to 305.(Page No.-201 Item No.- 35.8)

KSRRB 2900-4.1 : Providing and laying in position plain cement concreteof mix 1:4:8 with stone aggregate 40mm and down size in foundation uptoa depth of 2 m, below ground level and upto a hight of 1.5 m. above ground Level /bed level machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials, labour, HOM of machinery, curingcomplete as per specifications. Specification No. KSRB 1000, 1700.MORT & H Specification No. 1000 / 1700.(Page No.-202 Item No.- 35.15)

KSRRB 2900-4.2 : Providing and laying in position plain cement concreteof mix 1:3:6 with stone aggregate20mm and down size in foundation uptoa depth of 2 m, below ground level and upto a hight of 1.5 m. above ground Level /bed level machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials, labour, HOM of machinery, curingcomplete as per specifications. Specification No. KSRB 1000, 1700.MORT & H Specification No. 1000 / 1700.(Page No.-202 Item No.- 35.16)

KSRRB 2900-4.3 : Providing and laying in position plain cement concreteM 15 mix with stone aggregate20mm and down size in foundation uptoa depth of 2 m, below ground level and upto a hight of 1.5 m. above ground

KSRRB 2900 3.5 : Excavation of foundation trenches in drains and channels not exceeding 2m in depth stacking the excavated stuff clear from edges of excavation including disposal of surflus stuff as directed with a lead of 30m cost of labour complete as per specifications. Specifications No. KSRB 300-1, 300-2, 300-4 MORT & H Specifications No. 304, including cost and conveyance of all materials with all lead and lift loading and unloading hire charges of machinery and equipments transportation charges labour charges and all other incidental charges etc., complete as per standard technical ditailed specification and disign and directions of the Engineer in charge of the work with ordinery rock without blasting. (Page No.-202 Item No.- 35.13)

Level /bed level machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials, labour, HOM of machinery, curingcomplete as per specifications. Specification No. KSRB 1000, 1700.MORT & H Specification No. 1000 / 1700.(Page No.-203 Item No.- 35.17)

KSRRB 2900-4.4 : Providing and laying in position plain cement concreteM 15 mix with stone aggregate20mm and down size in Superstructure uptoa depth of 2 m, below ground level and upto a hight of 4 m. above ground Level /bed level machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials, labour, HOM of machinery, curingcomplete as per specifications. Specification No. KSRB 1000, 1700.MORT & H Specification No. 1000 / 1700.(Page No.-203 Item No.- 35.18)

KSRRB 2900-5.1 : Providing and laying in position reinforcedcement concrete M 20 mix with stone aggregate 20 mm and down size for slab(excluding steel reinforcement) including centeringand shuttering, machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials,labour, HOM of machinery, curing complete as per specifications.Specification No. KSRB 1000, 1500, 1700.MORT & H Specification No. 1000 / 1700.(Page No.-203 Item No.- 35.19)

KSRRB 2900-5.3 : Providing centering and shuttering materialsfor item 2900-5.1 & 2900-5.2 Specifications. No KSRB 1500MORT & H Specification No. 1500(Page No.-203 Item No.- 35.21)

KSRRB 2900-6.2 : Providing and fabricating HYSD (ColdTwisted) reinforcement bars including straightening, cutting,

KSRRB 2900-5.2 : Providing and laying in position reinforced cement concrete M 30 mix with stone aggregate 20 mm and down size for slab(excluding steel reinforcement) including centering and shuttering, machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials, labour, HOM of machinery, curing complete as per specifications. Specification No. KSRB 1000, 1500, 1700. MORT & H Specification No. 1000 / 1700. (Page No.-236 Item No.- 35.20)

bending, hooking,placing in position,lapping and / or weldingwherever required, tieing with binding wire, anchoring to theadjoining members wherever necessary,as per design(laps,hooks and wastege shall not be measured and paid)includingcost of all materials, labour,HOM of machineries complete as per specifications. Specifications. No. KSRB 1000, 1600.MORT & H Specification No. 1000 / 1600(Page No.- 204 Item No.- 35.24)

KSRB 2900-10.1 : Providing and laying rubble stone pitching incement mortar 1:3 including cost of all materials, labour, curingcomplete as per specifications. Sp No. KRBS MORT & H Sp No.(Page No.-204 Item No.- 35.30)

KSRB 2900-10.2 : Providing and constructing dry boulderspitching cost of all materials, labour. Curing Complete as perSpecifications. Sp No. KSRB 2900 MORT & H Sp No.(Page No.-205 Item No.- 35.31)

KSRB 2900-11.3 :- Providing and filling filter media behind abutmentwingwalls and returnwall in layers not exceeding 150mm thick compactingincluding cost of all materials, labour complete as per specification.Sp No. KSRB 2900 MORT & H SP NO, 304.(Page No.-205 Item No.- 35.34)

Providing & laying reinforced cement concrete pipe NP3 750m dia forculverts. Including pointing ends, and fixing collars with cementmortar 1:2 including cost of all materials, labour,curing complete as per specifications. Sp No. KSRB 1000,2300MORT & H Specification No. 1000/2300(Page No.-239 Item No.- 35.41)

Providing & laying reinforced cement concrete pipe NP2 for

culverts. Including pointing ends, and fixing collars with cementmortar 1:2 including cost of all materials, labour,curing complete as per specifications. Sp No. KSRB 1000,2300MORT & H Specification No. 1000/2300(Page No.-206 Item No.- 35.42)

Providing & laying reinforced cement concrete pipe NP2 forculverts. Including pointing ends, and fixing collars with cementmortar 1:2 including cost of all materials, labour,curing complete as per specifications. Sp No. KSRB 1000,2300MORT & H Specification No. 1000/2300 above 600mm dia and upto 750 mm dia.

Supplying and fixing M.S. Rectangular poles made out of 2 equal

angles of 65 x 6 x 6 mm welded together and fixed in CC (1:2:4)

WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25cms,

Including cost of all materials, nicely finished the welded joints with

all lead and lift and as per the direction of the Engineer-in-

charge of the work an including providing 2 coat of shop

painting. (excluding cost of earth work and concrete)


Providing Chain link fencing 50mm size of 8 guage properlystretched between rectangular poles and fixed with suitablebolts & nuts, the free ends shall be welded to the pole andblock pipe at top and bottom as required including cost ofall materials, labour, lead and lifts, cutting, bending wherevernecessary, wastage and laping etc., complete as per direction of the Engineer-in-charge of the work an including providing 2 coat of shop painting. (excluding cost of earth work

and concrete)


Providing and fixing M.S. Block pipe of 38mm dia, of heavyguage of 14 including removing the bends, cutting the pipeand fixing pipe in between the two vertical poles, (M.S.rectangular poles) and spot welding chain link with M.S.block pipe including cost of all materials, wastage in cutting and scafolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of the work an including providing 2 coat of shop painting. (excluding cost of earth work

and concrete)


Providing barbed GI wire fencing of 12 x 12 gague drawn into stone

pillers or iron pillers including drawing in holes wherever necessaryexcluding the cost of pillers but including the cost of barbed wire andbinding wire etc., complete.(Page No.- 208 Item No.- 36.6)

Removing and fixing old Mangalore ridge tiles including pointing with CM 1:3. (Page No.-209 Item No.- 36.11)

Providing and fixing 4mm thick glass panes to steel windows includingT.W. beading of 10 mm thick and 2 coats of approved paints.(Page No.-209 Item No.- 36.17)

Providing and fixing mortar and pestle stone with suitable sizeof pastle stone including three line dressing for top two linedressing for the exposed facecs. (Page No.-210 Item No.- 36.30)

Providing and fixing mortar and pestle stone with suitable sizeof pastle stone including three line dressing for top two linedressing for the exposed facecs. 50cms x 50 cms x 60 cms(Page No.-210 Item No.- 36.31)

Dismantling burnt brick masonry in clay mortar /lime mortor/cementmortar and stacking the bricks within a radius of 50m and removingthe debris to a distance upto 200m.(Page No.-212 Item No.- 36.48)

Dismantling the tile work in floor and roof laid in cement or surkimortar including stacking the materials with in 50m lead of tiles thickness 10mm to 25mm.(Page No.-212 Item No.- 36.51)

Dismantling plastering and removing the debris with a lead upto 200m.


Dismantling cement concrete flooring or plain cement concrete

work including removing and conveying the debris to distanceupto 200m (within average thickness of 15 cms.)(Page No.-212 Item No.- 36.53)

Providing and constructing laterite size stone masonrywith stones chistled dressing neatly placed in layer notless than 15 cms high etc., as per approved specifications including curing providing and removing scaffoldingwherever necessary etc., complete including all lead lift loading, unloading etc., for all the materials b). For superstructure in Cm 1:6 (Page No.- 213 Item No.- 36.58.1b)

Quaring, breaking and collecting graded laterite metal with all leadand lift loading and unloading etc., complete.40-80mm size.(Page No.-213 Item No.- 36.59.2)

Providing Granite slabs of selected quality rougly dressed & fixed in cement mortar 1:8 including fixing, curing, etc., complete including cost of all materials, labour with all lead, lift loading and un loading,cost of conveancy etc., complete (7.50 cm to 10 cm thick granite slabs)(Page No.- 243 Item No.- 36.6)

Providing and fixing 4mm thick glass panes to steel windows includingT.W. beading of 10 mm thick and 2 coats of approved paints.(Page No.- 209 Item No.- 36.17)

of size 25x46x3mm weighing 2.28Kg/m duly providing t section 19x19x3mm,

beading of required size, all steel sections should confirm to I.S. 7452:1990,

and electrically grinded subdividing frames of unit shall be tennoned and revetted into the frames electrically. All the steel surface shall be throughly

of size 25x46x3mm weighing 2.28Kg/m duly providing t section 19x19x3mm,

beading of required size, all steel sections should confirm to I.S. 7452:1990,

and electrically grinded subdividing frames of unit shall be tennoned and revetted into the frames electrically. All the steel surface shall be throughly

KSRB 7.14 : Providing, fabricating, assembling and fixing in position anodizedaluminium using sections in combination of plain, single grove and doublegrove as per requirments for the frames of overall size 101.6mm x 44.45mm3.18mm, thick having section weight, plain sections 2.40 Kg/m, single grovesection2.541kg/m. and double grove section 2.683 kg/m and bottom member114.3mmx44.45mm 3.18mm thick weight 2.646 kg/m; aluminium louvers of size77.6mmx27.6mm 1.7mm. Thick section weight 0.483kg/m; bottom portions providedwith 12mm thick prelminated sheet bouth side of approved colour laminationexterior grade; aluminium sections of mat finish or glossy finish using section,spacing of vertical member shall not exceed 0.6m. C to c; sections are cut to therequired lengths, joints mitered and corners grinded subdividing frames tennonedand rivitted to the frames, the assembled frame shoud be stiffend with corner angls stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C. columnsor masonry onsides, R.C.C. lintels or beams at top and floor at bottom, including cutting chisting and making good with cement mortar to macth the surface, providingand fixing bottom panel folled with the materials to a height of 0.9m. From floor level;and 5.5mm thick plain glass for middle portion viz., 0.9m to 2.13m. And top panel with lower sections, the glass and panels fitted with glazing clips of 19mm x 17.3mm. Withthickness of 0.9mm weight 0.124kg/m; aluminium sections anodised 12 to 15 microns,sections, pre-treated for removal of any rust and prevention of further rust formation,and coated with greasy materials for non-adherence of mortars or any other sticklymaterials; vertical members embedded in the flooring by making suitable size holesand fixing with cement mortar, with necessary opening for fixing of doors of standard size (excluding cost of door opening) All the frame should be throughly cleaned freefrom rust, scale or dirt including cost of materials, fixtures, labour and HOM

KSRB 7.15 : Providing, fabricating, assembling and fixing in position anodizedaluminium partitions using aluminium sections of mat finish or glassy finish in combination of plain grove, and single grove and double grove as per requirments for the frames of overall size 63.5mm x 38.1mm with thickness of 2mm. having section weight, plain sections 1.054Kg/m, single grove thickness 1.95mm. Sectrion weight 1.094 kg/m. and double grove thickness 1.9mm section weight 1.094 kg/m and bottom member 114.3mmx44.45mm 3.18mm thick weight 2.646 kg/m; aluminium louvers of size

36.5mmx34.93mm 1.45mm. Thick section weight 0.429kg/m; bottom portions providedwith 12mm thick prelminated sheet bouth side of approved colour lamination exteriorgrade upto 0.9m height, spacing of vertical member not exceeding 0.6m. C to c; sectionsare cut to the required lengths, joints mitered and corners grinded subdividing frames tennoned and rivitted to the frames, the assembled frame shoud be stiffend with corner angls stripped and fixed with screws, rawl plugs and teak wood gutties to R.C.C. columnsor masonry on sides, R.C.C. lintels or beams at top and floor at bottom, including cutting chisting and making good with cement mortar to macth the surface, providingand fixing 5.5mm thick plain glass for middle portion viz., 0.9m to 2.13m. And top panel with louvrer sections, the glass and panels fitted with glazing clips of 19mm x 17.3mm. Withthickness of 0.9mm weight 0.124kg/m; aluminium sections anodised 12 to 15 microns,sections, treated for removal of any rust and prevention of further rust formation,coated with greasy materials for non-adherence of mortars or any other sticklymaterials; vertical members embedded in the flooring by making suitable size holesand fixing with cement mortar, with necessary opening for fixing of doors of standard size (excluding cost of door opening) All the frame should be throughly cleaned freefrom rust, scale or dirt including cost of materials, fixtures, labour and HOM

KSRB 7.16 : Providing, fabricating, assembling and fixing in position anodizedaluminium shutters to the existing door frame in the partition using 47.62 x 44.45mmsection thickness 3.18mm, weight 1.505kg/m for vertical frame: 47.62 x 44.45 thicknessof 3mm, weight 1.42kg/m for top section, 49.91 mm x44.45mm with wall thickness 3mmweight 1.495kg/m for central rail; and 114.3mm x 44.45mm thickness 3.18mm, weight2.646kg/m for bottom rail; aluminium sections anodized 12 to 15 microns and cutto length joint metredand corners grinded, the bottom rail hinged or pivoted, openingarrangements including providing and fixing standard approved accessories, such as aluminium handles, tower bolts, lock, pivots; hinges P.V.C or rubber gasket, 12mmperlaminated sheets(Novopan) exterior grade of approved colour both sides samecolour for bottom panel (novopan) and glass fixed with glazed clips 19mm x 17.3mm x 11mm, 0.9mm thick, weight 0.124 kg/m; aluminium sections treated for removal of any rustand prevention of further rust formation, and coated with greasy materials for non-adherance of mortars or any other sticky materials, including cost of materials, fixtures,

non-modular bricks of 50 class designation 50 in cement mortar 1:4 insidecement plastered 12mm thick with cement mortar 1:3, finished with a floatingcoat of neat cement, foundation concrete 1:3;6 mix using 40mm and down sizegranite metal and making necessary channel in cement, with S.F.R.C. over

confirming IS: 12592, total weight cover and frame to be not less than 182kgfixed in cement concrete 1:2:4, 20mm and downsize broken granite metal, providing and removing centering, shuttering including cost of materials, labour.charges, HOM of mechaneries complete as per specifications. (Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid

40mm & downsize granite metal inside plastering 12mm thick with cement

in floors and landing on a bed of 25mm thick average thickness of cementmortar 1:6, mix, jointed with neat cement slurry mix with pigment to matchthe shade of tiles, curing, rubbing, polishing, oxalic acid wash, wax polish,

Sqm 1500

suitable adhesive, including cutting the tiles to the required size and fixing



in cement plaster work at one Kg per bag or in the proporation recommendedby the manufacturers, for cement mortar 1:3, 12mm thick cost of materials

in cement plaster work at one Kg per bag or in the proporation recommendedby the manufacturers, for cement mortar 1:4, 12mm thick cost of materials

KSRB 15-5.1 : Providing rough cement plastering 15mm thick in single coatwith cement mortar 1:4, to brick masonry for base of dadooing works with sandof approved quality, providing and removing scaffolding, including cost of

except hard rock including cost of all labour complete as per specifications.

grade and level to serve as wearing coruse on a priviously prepared baseincluding mixing in a suitable plant,laying and rolling with a smooth wheeledroller 8-10 tonne. Capaciaty finshed to required level and grade machanicalmethod using penetration grade bitumine and HMT of appropriate capacity

Providing,laying and rolling of close-graded premix surfaceing material of 20mm compacted thickness composed of 13.2 mm to 0.09mm (Type-B) aggre-

grade and level to serve as wearing coruse on a priviously prepared baseincluding mixing in a suitable plant,laying and rolling with a smooth wheeled

scraifying the B.T. & W.B.M. surface and cutting to regular shape, cleaning

as per relevent MORT & H specification clause including cost and conveynceof all materials, loading and unloading labour, with all leads. Hore charges of machinery etc., Complete (Bitumin = 0.0022, EmulSion = 0.000275 metal=0.14)

of mix 1:4:8 with stone aggregate 40mm and down size in foundation uptoa depth of 2 m, below ground level and upto a hight of 1.5 m. above ground Level /bed level machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials, labour, HOM of machinery, curing

a depth of 2 m, below ground level and upto a hight of 1.5 m. above ground Level /bed level machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials, labour, HOM of machinery, curing

a depth of 2 m, below ground level and upto a hight of 1.5 m. above ground

Level /bed level machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials, labour, HOM of machinery, curing

M 15 mix with stone aggregate20mm and down size in Superstructure uptoa depth of 2 m, below ground level and upto a hight of 4 m. above ground Level /bed level machine mixed, concrete laid inlayers not exceeding 15 cms. thick, well compacted, cost of all matirials, labour, HOM of machinery, curing

wingwalls and returnwall in layers not exceeding 150mm thick compacting

Documents

Shimoga Circle CSR 2007-08