-. filling, ramming, watering, including shoring and strutting as <c.

Transcription

1 , NAME OF WORK :- CONST. OF SAMAJIK,SABHAGRUHA IN NEAR MAHADEO MANDIR IN OPEN SPACE OF GRAMPANCH.AYAT AT CHANI,TQ.DARWHA,DIST.YAVATMAL.., SCHEDULE "8" I. RATE STANDARD NO. ITEM OF WORK QTY. IN FIG. IN WORD UNIT. AMOUNT SPECIFICATION Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, inclu- ding removing the excavated Rupees one hundred forty and paise nil only One cubic meter Bd.A.1 Page No.259 material upto a distance of 50 m. beyond the building area and stacking or spreading as directed, including dewatering, preparing the bed for the foundation and necessary back -. filling, ramming, watering, including shoring and strutting as <c.... necessary complete Excavation for foundation in hard murum including removing the Rupees one hundred sixty-five and paise nil only One cubic meter Bd.A.2 Page No.259 excavated material upto distance of 50 meters beyond the building area and stacking or spreading as directed, including dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. 3 Providing soling using 80 mm size granite / quartzite / gneiss / trap Rupees eight hundred sixteen and paise twenty only One cubic meter As directed by metal in 15cm. layer including hand packing filling voids with sand / Engineer -in-charge grit, ramming, watering etc complete. 4 Filling in plinth and floors with contractors approved material/ murum/stone dust in 15cm. to 20cm. layers Rupees four hundred forty-three and paise fifteen only One cubic meter Bd.A. 11/Page No. 263 including watering and compaction complete. 5 Providing and laying in situ, cement concrete in 1:4: Rupees three thousand four hundred sixty-seven and paise thirty-five only One cubic meter Bd.E. 1/Page No.287 of trap/ granite/quartzite/ gneiss metal for foundation / (2000) and bedding in- cluding bailing out water, plywood/steel formwork, compacting, finishing uneven and honeycombed surface curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) Contractor No. of Correction Executive Engineer

2 1 2, ,Providing and laying in situ cement concrete IiM20 grade of trap I Rupees five thousand one hundred eleven and paise ten only One cubic meter Bd.F.3/Page No.298 'granitel quartzite I gneiss metal for R(:, C. work in foundations like II.S.456 (2000) raft, grillages, strip foundations and footings of RC.C.columns and steel stanchions including bailing out water, plywood/steel formwork, compaction, curing and roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed) 7 Providing and casting in situ cement concrete of M20 grade of trap I Rupees six thousand seven hundred eighty-six and paise ten only One cubic meter Bd.F.5/Page No. 300 granite Iquartzitel gneiss metal for RC.C. columns as per detailed II.S. 456(2000) design and drawings or as directed, including steel cent~rjng,.~ plywoodl steel formwork, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed) 8 Providing and casting in situ cement concrete of M20 grade of trapl granite Iquartzite Igneiss metal for RC.C. beams and lintels as per detailed design and drawings or as directed,including steel centering, plywood/steel formwork steel props, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. including use of plastisizer wherever necessary as directed by Engineer- In-charge (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed) Bd.F.6/Page No.300 II.S. 456 (2000) Excluding Supporting system Rupees six thousand two hundred eighty-six and paise ten only One cubic meter Including Supporting system Rupees six thousand eight hundred thirty-six and paise ten only One cubic meter Providing and casting in situ cement concrete of M20 grade Rupees six thousand eight hundred eighty-six and paise ten only One cubic meter Bd.F.9/Page No.3031 of trap I quartzite I granitel gneiss metal for RC.C. chajja as per IS 456 (2000) detailed desiqn and drawings including steel centering, plywood/steel formwork, steel props, compaction finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even and honeycombed surface Contractor No. of Correction Executive Engineer

3 l'ith C.M. 1:3 of sufficient minimum thickness to give a smooth, and even surface or roughening the suiface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed) 10 Providing and casting in situ cement concrete of M20 grade Rupees seven thousand sixty-one and paise ten only One cubic meter Bd.F.8/Page No.302 of trap / granite /quartzite /gneiss metal for R.C.C slabs and II.S. 456 (2000) landings as per detailed design and drawings including steel centering, plywood /steel formwork, steel props, compaction, finishing uneven and honeycombed surface with.9.m. 1:3 of.,c sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided with fan hook box of 2 mm thick M.S.Sheet rectangular size 180 mm x 100 mm with required depth, with holes or notches, as required, bottom and top lids of 1.6 mm thick M.S. Sheet fixed with 3.5 mm dia. round headed screws together with 12 mm dia. M.S.bar bent to shape with hooked ends for fan hook and painting to exposed surface and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed) 11 Providing and fixing in position reinforcement of various Rupees forty-seven thousand one hundred ninety-one and paise seventy only One metric tonne Bd.F.17/Page NO.306 diameters for R.C.C. pile caps, footings, foundations, slabs, beams and columns, canopies, staircases, newels, chanas, lintels, pardies, coping, fins, arches etc. as per detailed design and drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required completed. 12 Finishing the terrace slab integrally mixed with Rupees one hundred sixty-four and paise twenty only One square meter As directed by water-proofing compound in C.M.1:3 WITH 12mm.THICK Eng ineer -in-charge. layer including curing, finishing using waterproofcompound at the rate of 1Kg.per bag of cement 13 Providing 2nd class Burnt Brick masonry with conventional Rupees four thousand seven hundred eleven and paise fifty-five only One cubic meter Bd.G.1/Page No.313 / I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing out water, striking joints on unexposed faces, racking out joints on exposed faces and watering complete. Contractor No. of Correction Executive Engineer

4 ,Providing second class Bumt Brick masonry with Rupees four thousand eight hundred eleven and paise fifty-five only One cubic meter Bd.G.5/Page No.315. conventional/i.s. type bricks in cement mortar 1:6 in super structure including striking joints, racking out joints watering and scaffolding complete. 15 Providing and casting in situ cement concrete M Rupees four thousand four hundred ninety and paise ninety-five only One cubic meter Bd.E. 3/Page No. of trap/ granite/quartzite/gneiss metal for coping to 288/ (2000) plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considere.d. {or rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) 16 Providing internal cement plaster 12mm thick in a single coat in cement mortar 1:4 with putty finish to concrete Rupees one hundred seventy-nine and paise five only One square meter Bd.L.2/Page No.368 surface in all positions including scaffolding and curing. Providing groove at joint of B.B. Masonry and concrete members complete. 17 Providing internal cement plaster 6mm thick in a Rupees one hundred thirty-seven and paise eighty-five only One square meter Bd.L.1/Page NO.367 single coat in cement mortar 1:3 with putty finish to concrete surface in all positons including scaffolding and curing. complete. 18 Providing sand faced plaster for external portion in cement mortar using Kharsalia / Kasaba or similar type Rupees three hundred sixty-seven and paise twenty-five only One square meter Bd.L.7/Page NO.369 of sand, in all positions including base coat of 15 mm. Thick in C.M. 1:4 using water prooflnq compound at 1 kg per cement bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking out grains, making grooves and curing for fourteen days scaffolding etc. complete. Contractor No. of Correction Executive Engineer

5 1 2, jroviding and Laying vetrified tiles of approvecmaks Rupees one thousand one hundred eight and paise seventy-five only One square meter As directed by :and quality of required size and thickness for flooring Engineer-in-charge. in required position laid on bed of C.M.1:4 including cement float, filling joint with white I colour cement slurry cleaning, curing, complete. a) 600 mm x 600mm 20 Providing and applying washable oil bound distemper Rupees one hundred twenty and paise nil only One square meter Bd.P.5/Page No.413 of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces complete. For New surface 21 Providing and applying two co~ts of water proof Rup'l}.~ fifty-five and paise nil only...~ One square meter cement paint of approved manufacture and of Bd.O.8 Page No.406 approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. (Sample and brand is to be got approved from Ex. Engineer before use) 22 Providing and fixing collapsible steel gates in two leaves, with channel pickets, pivoted flat Rupees three thousand and paise nil only One square meter Bd.T.57 Page NO.511 bars, including top and bottom guides, rollers, stoppers, handless, all fitting accessories, locking arrangement and one coat of red lead primer and two coat of oil painting etc. complete. 23 Providing and fixing mild steel grill work for windows, Rupees one thousand six hundred and paise nil only One square meter Bd.U1 Page No.537 ventilators, etc. of 20 kg/sqm as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete. 24 Supplying and fixing in position anodized alluminium Two track Rupees four thousand and paise nil only One square meter As directed by sliding windows, outer frame made from section of over all size Engineer- in-charge. 62 mm x 45 mm, bottom section with drain section, track weighing kg per metre and top and side section weighing kg per running metre with shutter or sections made of 19 mm x 40 mm size having average weight of 0.6 kg per running metre(or as required size) with change in proportionate weight, with 5.50 mm selected quality plain sheet glass fixed with new neoprene gasket shutters to be provided with nylon encased stainless rollers, necessary locks and handles complete. Contractor No. of Correction Executive Engineer

6 , 1 2 3, ,P;oviding & fixing of approved thickness As directed by Engineer. interlocking concrete pavers (Monolithic single incharge layer preacast concrete blocks) of grey cement in red, black, brown or any colour with 3% by weight of cement having average crushing strength 50 N/Sqmm placed on uniformly graded river sand sand cushing of averrage 25 mm thickness with proper compaction with mechanical compactor in proper line,level,grade and camber as directed etc. complete. 60mm thick in M-40 Grade Rubber Moulded Rupees eight hundred forty-eight and paise fifteen only One square meter ~....~ Providing and fixing in.t~rmatory sign boards in square Rupees four thousand six hundred fifty and paise nil only One square meter As per IRC-67, or rectangular shape of any size made out 16 guage (1.6 mm) & M.O.R.T & H thick mild steel sheet painted with one coat of zinc ehromete-stovelnq Circular No. primer and two coats green stove enamel paint on front side and grey RW/NH-33023/31/88 stove enamel on back side and border I message I symbols etc. with cut out of white retroreflective sheeting of engineering grade, including M.S. Dated angle frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size 50 mm x 50 mm x 5mm, 3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Retroreflective sheeting should be with five years written warrenty from the manufacture & authorised distributor/convertor, for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting. This certificate in original should be submitted to the Engineer in charge by the contractor/supplier. Schedule'S' Prepared by... Shri. A.S.Junghare ( Sectional Engineer) Total Rs r: Schedule'S' Checked by... Shri. V.K. Chopkar ( Jr. Engineer) PM o '"17q1~E-12-D r ~ 11tcf ~ Ir!(- ~~I s~o~ qjl~~)fj CONTRACTOR.fppf~"1 ' E~~ Special Project (PW)Division Yavatmal Contractor No. of Correction Executive Engineer