CONSTRUCTION OF NEW PRIMARY HEALTH CENTER AND OTHER ALLIED WORKS AT VILLAGE WADNER TQ. KANNAD DIST. CHH. SAMBHAJINAGAR

PART A - WORK PORTION

PHC MAIN BUILDING

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means. Bd.A.1 Page 1 Number 259. SSR I.No. 21.02, Sr.No.721, P.No.153

Ground Floor

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means Spec.No.: Bd.A.2 Page One Number 259 SSR I.No.21.06, Sr.No.725 P.No.153

Ground Floor

Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift from 1.5 m to 3.0 m.) By Mechanical Means Spec.No.: Bd.A.3 Page One Number 259 SSR I.No.21.12, Sr.No.729 P.No.154

Ground Floor

Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. Spec. No. Bd.A.10 Page One Number 262 SSR I.No. 21.36, Sr.No. 750, P.No. 157

Ground Floor

Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.. Spec. No. Bd.A.11 Page 1 Number 263. SSR I.No. 21.37, Sr.No. 751, P.No. 157

Ground Floor

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. Spec. No. Bd.A.11 Page 1 Number 263. SSR I.No. 2.25, Sr.No. 98, P.No. 24

Ground Floor

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper...Spec. No. As directed by Engineer in Charge. SSR I.No.21.22, Sr.No.737, P.No.155

Ground Floor

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of verticalsurface area covering 10 years guarantee on bond paper.. Spec. No. As directed by Engineer in harge. SSR I.No.21.23, Sr.No.738 P.No.155

Ground Floor

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper... Spec. No. As directed by Engineer in harge. SSR I.No.21.24, Sr.No.739 P.No.156

Ground Floor

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper... Spec. No. As directed by Engineer in harge. SSR I.No.21.25, Sr.No.740 P.No.156

Ground Floor

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.. Spec. No. As directed by Engineer in charge. SSR I.No. 21.40, Sr.No. 754, P.No. 157

Ground Floor

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.. Spec. No. Bd.C.2 Page 1 Number 275 SSR I.No.23.01, Sr.No.816, P.No.173

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. Bd.E.1 Page 1 No. 287.SSR I.No.24.01, Sr.No.827, P.No.175

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, 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 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.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Sepc. No. Bd.E.4 Page Number 289 and B7, Page Number38. SSR I.No. 24.08, Sr.No. 830, P.176

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to 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 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.) With fine aggregate (Crushed sand VSI Grade) Spec No. : Bd.E. 3/ Page No.288/ I.S. 456 (2000).SSR I.No.24.16, Sr.No.835, P.No.177

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.Bd.F.3 Page 1 No. 298 and B.7, Page No.38. SSR I.No.25.13, Sr.No.837 P.No.178

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. : Bd.F.5 Page No. 300 and B.7, Page.No. 38.SSR I.No.25.33, Sr.No.842, P.No.180

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. :Bd.F.6 Page Number 300 and B.7, Page 1 Number38 Page.No. 38.SSR I.No.25.52, Sr.No.847, P.No.181

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec No.Bd.F.8 Page No. 302 and B.7, Page1 No.38. SSR I.No.25.72, Sr.No.852 P.No.182

Ground Floor

Providing and laying Cast in situ/Ready Mixcement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec.No. Bd.F.9 Page 1 No. 303 and B.7, Page No.38.SSR I.No.26.07, Sr.No.857, P.No.184

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite / quartzite / gneiss metal for R.C.C. canopy as per detailed designs and drawings including steel centering, formwork, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing etc. complete (excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. Bd.F.8 Page 1 No. 303 and B.7, Page No.38 SSR I.No.26.11, Sr.No.859 P.No.184

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. Bd.F.11 Page 1 No. 304 and B.7, Page No. 38.SSR I.No.26.19, Sr.No.861, P.No.185

Ground Floor

Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap / quartzite/granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/pumping, 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 einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec.No.Bd. F. 13 Page No. 305 / I.S. 456 (2000..SSR I.No.26.26, Sr.No.864, P.No.185

Ground Floor

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.. Spec.No. Bd.F.17, Page 1 No. 306. SSR I.No.26.33, Sr.No.871, P.No.188

Ground Floor

Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete..Spec. No. As director by engineer in charge and BDG- 2 and 5. SSR I.No.27.12, Sr.No.899 P.No.198

Ground Floor

Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete. Spec. No. As director by engineer incharge and BDG- 2 and 5. SSR I.No.27.13, Sr.No.900 P.No.198

Ground Floor

Providing Second class fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. Spec. No. Bd. G. 7 Page 316. SSR I.No.27.14, Sr.No.901 P.No.198

Ground Floor

Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing thesurface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete...Spec. No. : As directed by Engineer in charge. SSR I.No.31.04, Sr.No.940, P.No.205

Ground Floor

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete Spec. No. : Bd.L.4 Page 1 No. 368. SSR I.No.32.03, Sr.No.957, P.No.209

Ground Floor

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Spec. No. : Bd.L.7 Page 1 No. 369. SSR I.No.32.11, Sr.No.963, P.No.209

Ground Floor

Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete Spec. No. : Bd.L.4 Page 1 No. 368. SSR I.No.32.06, Sr.No.960, P.No.209

Ground Floor

Providing and applying plaster / wall punning with plaster of paris ( with plaster of paris material) in 10 to 13 millimeter thickness to previously plastered surface / or on newly brick surface( Excluding rough cast plaster ) in all position including preparing and Finishing the surface scaffolding etc.complete.. Spec. No. : Bd.L.4 Page No. 203. SSR I.No.32.30, Sr.No.981, P.No.211

Ground Floor

Providing patti/ band 75mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. . Spec. No. Bd.L. Page No. SSR SSR I.No.32.23, Sr.No.974, P.No.210

Ground Floor

Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. Spec. No. As directed by Engineer in charge. SSR I.No.32.24, Sr.No.975, P.No.210

Ground Floor

Providing patti/ band 150mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. Spec. No. : As directed by Engineer in charge. SSR I.No.32.25, Sr.No.976, P.No.210

Ground Floor

Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete. . Spec. No. : As directed by Engineer in charge. SSR I.No.32.21, Sr.No.972, P.No.210

Ground Floor

Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. Spec No.: As directed by Engineer in charge. SSR I.No.32.26, Sr.No.977, P.No.210

Ground Floor

Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete.. Spec No.: As directed by Engineer in charge. SSR I.No.32.34, Sr.No.985, P.No.212

Ground Floor

Providing and fixing false ceiling with eco-friendly light-weight calcium silicatetiles of spintone surface texture aerolite make or equivalent of size 595mm x 595mm having 15mm thick densified micro look edge and 100% humidity resistance incombustible as per BS 46part IV and thermal conductivity 0.043 w/m 0 KC and NRC 0.50 placed in true horizontal level suspended grid of size 600x600mm made from hot dipped G.I. steel sections ion silhouette profile, rotary stitched double webbed white with 6mm reveal profile (white/black), wherein, main T runner of size 42mmx14mm between main tee 600mm center-tocenter and secondary cross T of size 33x14x0.43mm thick of length 600mm long spaced inter-locked at middle of the first crossed T in each panel to form grid of 1200mmx600mm resting on periphery wall Profile wall section 19mm (7+7) x 19mmx0.40thicknesses and laying false ceiling for services like diffusers grills including cutting, making opening for light fittings, fixtures, , smoke detectors etc., wherever required. Main T runners suspended from ceiling with using G.I. soffit cleats of size 25x35x1.6 mm of required length fixed to the ceiling with 6mm dia and 50mm long dash fastener, 4mm dia G.I. adjustable rods with powder- coated/good quality G.I. level adjustment clips of 35x35x0.8mm spaced @1200, center-tocenter along main T all complete at all heights as per the specifications, drawings and as per Spec.No. As Directed By Engineer in charge. SSR I.No.38.40, Sr.No.1180, P.No.238

Ground Floor

Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete. Spec. No. As directed by Engineer in charge. SSR I.No.32.37, Sr.No.987, P.No.212

Ground Floor

Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete. Spec. No. Bd.M.12 Page One Number 385. SSR I.No.33.42, Sr.No.1029 P.No.217

Ground Floor

Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for dado and skirting in required position fixed in 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete Spec. No. Bd.M.12 Page 1 No. 385. SSR I.No.33.41, Sr.No.1028 P.No.217

Ground Floor

Providing and laying ceramic tiles having size 30 cm. x 60 cm. confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.. Spec. No. : Bd.M.13 Page 1 No. 386.SSR I.No.33.27, Sr.No.1014 P.No.215

Ground Floor

Providing and laying Antiskid Ceramic tiles of approved quality of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete.. Spec. No. :Bd. M-12 page 1 No. 385.SSR Item I.No.33.67, Sr.No.1051, P. No. 220

Ground Floor

Providing and laying cement concrete flooring 40mm thick with M20 cement concrete laid to proper level and slope in alternate bays, including compaction, filling joints, marking lines to give appearance of tiles of 30cm x 30cm or other size laid diagonally/square etc. finishing smooth (with extra cement) in any colour as directed and Curing etc. complete. With Crushed sand VSI Grade Spec. Nos. : Bd.M.6 Page One Number 381. SSR I.Nos.33.12, Sr.Nos.999, P.Nos.214

Ground Floor

Providing and laying machine cut machine Polished Kota stone flooring 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete.. Spec. No. Bd.M.3 Page 1 No.380.SSR I.No.33.06, Sr.No.993 P.No.213

Ground Floor

Providing Mirror polishing to Kota Stone including using all necessary stones and equipments cleaning, washing etc. complete. For Flooring Spec. No. As directed by Engineer in charge. SSR I.No.33.28, Sr.No.1015 P.No.216

Ground Floor

Providing and laying in position flooring of Sira Gray / Kashmir White granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete... Spec. No. Bd.M. 3 B/Page Number 380. SSR I.No.33.34, Sr.No.1021 P.No.216

Ground Floor

Providing and fixing machine cut machine polished 18 mm to 20 mm thick Sira Gray / Kashmir White granite stone for treads and risers of steps and staircases of approved colour and shade with full moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete.. Spec No.:Bd. M.22 B/Page Number 390. SSR I.No.33.35, Sr.No.1022, P.216

Ground Floor

Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete. Spec. Nos. As directed by Engineer in charge. SSR I.Nos.33.56, Sr.Nos.1043 P.Nos.219

Ground Floor

Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 mm x 450 mm size as per detailed drawing including vertical both side polished kadappah stone 25 to 30 mm thick supports with kadappah top 35 to 40 mm thick and polished granite 16 to 20 mm top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 cm height and top granite of 75 x 40 cm including cutting, opening for sink of required size in kadappah as well as granite etc. complete. (Platform top size 5.00 m x 0.60 m and height is 0.75 m) Spec. No. As directed by Engineer-In- Charge. SSR I.No.41.78, Sr.No.1369 P.No.273

Ground Floor

Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.. Spec. No. : As directed by Engineer in charge. SSR I.No.35.21, Sr.No.1090 P.No.225

Ground Floor

Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.Spec. No. : Bd.P.5 Page No. 413. SSR I.No.36.11, Sr.No.1106 P.No.227

Ground Floor

Providing and applying plastic emulsion paint of approved quality, colour and shade to new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. Spec. No. : As directed by Engineer in charge. SSR I.No.36.14, Sr.No.1109, P.No.228

Ground Floor

Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. Spec. No. : As directed by Engineer in charge. SSR I.No.35.25, Sr.No.1094, P.No.225

Ground Floor

Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete Spec.No.As directed by Engineer in charge. SSR I.No.39.01, Sr.No.1194 P.No.245

Ground Floor

Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete. Spec.No. BD-T-11 and 12 Page Number 482-83. SSR I.No.39.08, Sr.No.1201 P.No.246

Ground Floor

Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete.. Spec. Nos. BD-T-34 Page Nos. 499. SSR I.Nos.39.48, Sr.Nos.1241 P.Nos.256

Ground Floor

Providing and fixing ISI marked double swing flush door shutters conforming to IS :2202 (Part I) Non-decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including ISI marked Stainless Steel Lhinges with necessary screws Fittings & Fixtures per leaf SS kick plates on both sides of the door of 300mm height Heavy Duty satin finish butt SS Hinges (100mm x 75mm x 3mm in size) -4 nos. SS finished lever handle with mortise lock- 1 One Number Floor spring- 1 One Number 100mm x 100mm safety glass at the specified location Spec. Nos. As directed by Engineer-incharge SSR I.Nos.51.64, Sr.Nos.1889 P.Nos.369

Ground Floor

Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete..Spec. No. : As directed by Engineer in charge. SSR I.No.39.68, Sr.No.1263 P.No.259

Ground Floor

Providing and fixing in position anodised (as per IS 1868/1982) Aluminium fixed staggered ( Z Type) Ventilator with aluminium rectangular pipe 63 mm x 38.10 mm x 1.22 mm at weight 0.650 Kilogram/One Running Metre, Aluminium angle of size 15 mm x 15 mm x 1 mm,aluminium channel of 9 mm sizes, S.S.mosquito net of 304 Grade,4 mm thick float glass per detailed drawing and as directed by Engineer in charge etc.complete. Spec. Nos. : As directed by Engineer in charge. SSR I.Nos.39.78, Sr.Nos.1273 P.Nos.261

Ground Floor

Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC 'C' channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 Kilogram/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the ' c ' channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares Spec. No. : As directed by Engineer in charge. SSR I.No.39.47, Sr.No.1240 P.No.255

Ground Floor

Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension ?63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/One Running Metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/One Running Metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/One Running Metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/ One Running Metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/ Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating without box. Spec. No. : As directed by Engineer in charge..SSR I.No.39.40, Sr.No.1233, P.No.252

Ground Floor

Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 Kilogram/One Running Metre. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 Kilogram/One Running Metre.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. and handle and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating without box. Spec. No. : As directed by Engineer in charge. SSR I.No.39.44, Sr.No.1237, P.No.254

Ground Floor

Providing and laying Sira Gray / Kashmir White granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing, etc. complete..Spec. No. As directed by Engineer-In- Charge. SSR I.No.33.68, Sr.No.1052 P.No.220

Ground Floor

Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of vertical channels be 100 mm enclosed gate position and clear space of 150 mm between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983).. Spec. No. BD-T-57 Page 1 No. 511. SSR I.No.39.26, Sr.No.1219 P.No.249

Ground Floor

Providing and fixing mild steel grill work for windows, ventilators, etc. 15 Kilogram/ One Square Metre as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complet.Spec. No. : Bd.U. 1 Page No. 537. SSR I.No.40.02, Sr.No.1292 P.No.264

Ground Floor

Providing and Fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) Spec No.:As directed by Engineer Incharge.SSR I.No.40.08, Sr.No.1298 P.No.265

Ground Floor

Grab bars-Providing SS grab bars set for accessible toilets comprising of 4 nos. Grab bars as specified below.(1 nos. wing grab bar + 1 nos. L shaped grab bar + 2 nos. straight grab bars = 1 typical set) 27a) Swing grab bar (1 NOS) Providing a S.S. 304 SWING HANDICAP GRAB BAR - 700 mm and of DIA: 32MM and thickness 1.5mm of the roved brand and make. 27b) L Shaped grab bar (1 NOS) Providing S.S. 304 L SHAPED DISABLED GRAB BAR of IZE-600MM (H) X 600MM (D) and 32MM DIA. and thickness mm of the approved brand and make. 27c) Straight grab bar (2 NOS) Providing S.STEEL 304 GRAB RAIL (600 MM),32MM DIA. and thickness 1.5mm of the approved brand and make. Spec Nos.:As directed by Engineer Incharge.SSR I.Nos.51.89, Sr.Nos.1914 P.Nos.373

Ground Floor

Providing and fixing shutter to wall cupboard made from 19 mm thick Teak particle board with approved coloured laminated face 1.5 mm thick bonded with phenol formaldehyde synthetic resin B.W.P. grade including lipping beading iron oxidised fixtures and fastening and oil primer coat etc. complete. (Excluding cupboard frame). Spec No.:As directed by Engineer in charge. SSR I.No.37.21, Sr.No.1135, P.231

Ground Floor

Providing and fixing C.P. 2 Way BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete as directed by Engineer in charge. SSR I.No.48.27, Sr.No.1644, P.No.314 (SSR 2022-23 GREEN BUILDING) (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing 25mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [Without chamber]... Spec. No. :Bd.V.7 Page No. 554.SSR I.No.41.28, Sr.No.1329, P.no.269

Ground Floor

Providing and fixing 15 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. Spec. No.: Bd.V. 8 Page No. 554..SSR I.No.41.40, Sr.No.1334, P.No.270

Ground Floor

Providing and fixing 20 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. . Bd.V.8 Page No.554..SSR I.No.41.41, Sr.No.1335, P.No.270

Ground Floor

Providing and fixing screw down 15 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete Bd.V.9 Page No.555.SSR I.No.41.43, Sr.No.1337 P.No.270

Ground Floor

Providing and fixing push cock (Self closing tap) symet type of 15 mm dia. including necessary socket, testing etc. complete. Spec No.:As directed by Engineer in charge. SSR I.No.41.54, Sr.No.1348, P.No.271 (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing White glazed with bottle trap earthenware Wash Hand Basin of 63x45 cm size including cold water piller taps, brackets, rubber plugs and brass chain, stop tap, chromium plate bottle trap and necessary pipe connections including UPAC waste pipe and trap upto the outside face of the wall, making good the damaged surface, testing etc. complete. BDV.-30 Page Number616. SSR I.No.41.70, Sr.No.1363 P.No.272 (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing Oval Type Under Counter Wash Hand Basin of 420 x 590 x 195mm size with pillar cock, C.P.Angular stop cock, long thread of approved make continental including SS bottle trap of necessary pipe connection up to the outside face of the wall, having Telephonic Black / Colour Granite of 180 mm thick fixed on Black Kadappa Framework, etc. Complete as directed by Engineer in charge.. SSR I.No.48.35, Sr.No.1651, P.No.315 (SSR 2022-23 GREEN BUILDING)

Ground Floor

Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. Spec. No. : Bd.V. 38 Page No. 531. SSR I.No.42.02, Sr.No.1373 P.No.274

Ground Floor

Providing and laying concrete pipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Spec. No. :Bd.V.41, Page No. 573.SSR I.No.42.07, Sr.No.1378 P.No.274

Ground Floor

Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.. Spec. No. :Bd.V.41, Page No. 573.SSR I.No.42.09, Sr.No.1380 P.No.274

Ground Floor

Providing , constructing and fixing 250 mm dia. Inspection chamber made up of UPVC material of thickness 3.5 mm and height of 259 mm with inlet and outlet of 110 mm dia. with 75 mm dia. U Trap, Ultra shaft pipe of Upvc material having height of 470 mm and fixing Ultra 250 mm dia. UPVC cover and frame in 150 mm thick in c.c.1:2:4, having crushed sand bed of 100 mm thick of size 550 mm dia. Including excavation and refilling the sides of chamber by crushed sand cushioning 150 mm thickness, connecting all required UPVC fittings with rubber lubricant etc. complete.. Spec. Nos. : As Directected By Engineer Incharge. SSR I.Nos.43.27, Sr.Nos.1498, P.Nos.290

Ground Floor

Providing , constructing and fixing 450 mm dia. Inspection chamber made up of Polypropylene / polyethylene material of thickness 3.5 mm and height of 388 mm with 160 or 200 mm main inlet (s) outlet and 110 and / or 160 mm branch inlets, with 450 mm dia. Ultra shaft pipe of HDPE material having height of 460 mm, having R.C.C. cover and frame fixing in 150 mm thick in c.c.1:2:4, having crushed sand bed of 150 mm thick of size 750 mm dia. Including excavation and refilling the sides of chamber by sand crushed cushioning 150 mm thickness, connecting all required UPVC fittings with rubber lubricant etc. complete. Spec. Nos. : As Directected By Engineer Incharge. SSR I.Nos.43.28, Sr.Nos.1499, P.Nos.290

Ground Floor

Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete..Spec No.:As directed by Engineer in charge.. SSR I.No.42.20, Sr.No.1391, P.No.276

Ground Floor

Providing and fixing chromium plated towel rod 16 mm dia and 75 cm. in length including all accessories complete. Spec. No. : As directed by Engineer in charge. SSR I.No.42.31, Sr.No.1402, P.No.277

Ground Floor

Providing and fixing white glazed earthenware sink 600mm x 200mm x 450mm including all connection of the G.I. supply and P.V.C. waste pipes up to the outside face of the wall, cold water chromium plated screw down bib tap, rolled steel or C.I. brackets, rubber plug with chain and stop tap complete. Spec No.:As directed by Engineer in charge. SSR I.No.41.75, Sr.No.1366, P.No.273

Ground Floor

Providing and fixing stainless steel sink of size 600 x 510 x 200 mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete... Spec No.:As directed by Engineer in charge. SSR I.No.42.78, Sr.No.1449, P.No.282 (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing C.P. Angular stop clock with wall flange of approved make continental including necessary sockets/union nut etc. complete. Spec No.:As directed by Engineer in charge. SSR I.No.42.79, Sr.No.1450, P.No.282 (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing C.P. BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete. Spec No.:As directed by Engineer in charge. SSR I.No.42.83, Sr.No.1454, P.No.283 (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing C.P. sink cock with raised J" shaped swinging casted spout ofapproved make including necessary sockets/ union nut etc. complete." Spec No.:As directed by Engineer in charge. SSR I.No.42.84, Sr.No.1455, P.No.283 (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing 40 mm. dia Ball cock medium type with PVC float including sockets and necessary fittings and tested as per municipal requirements etc. complete. . Spec No.:As directed by Engineer in charge. SSR I.No.42.36, Sr.No.1407, P.No.277

Ground Floor

Providing and fixing 15 mm. dia Ball cock medium type with PVC float including sockets and necessary fittings and tested as per municipal requirement etc. complete. Spec No.:As directed by Engineer in charge. SSR I.No.42.37, Sr.No.1408, P.No.277

Ground Floor

Providing and fixing Shower Head, with shower arm of approved make mixer of including all necessary pipe fittings and connections etc. complete as directed by Engineer in charge. Spec Nos.:As directed by Engineer in charge. SSR I.Nos.48.34, Sr.Nos.1650, P.Nos.315 (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing C.P. wall mixer with provision for overhead shower with 115mm long bend pipe and wall flange of approved make including necessary sockets/union nut etc. complete. Spec Nos.:As directed by Engineer in charge. SSR I.Nos.42.81, Sr.Nos.1452, P.Nos.282 (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and Fixing half turn 25 mm dia gun metal flushing cock including all accessories etc. complete. Spec No.:As directed by Engineer in charge. SSR I.No.42.32, Sr.No.1403, P.No.277

Ground Floor

Providing and fixing Orissa Pan of size 580x445x260 mm with approved make flush valve including trap, C.I. soil and vent pipe upto outside face of wall including 100mm dia. C.I. plug, bend and necessary pipe connection, etc complete. As directed by Engineer in charge.. Spec No. As directed by Engineer in charge. SSR I.No.48.38, Sr.No.1654, P.No.315 (SSR 2022-23 GREEN BUILDING) (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing white Opal series European type wall-hung, of size 400 mm x 370 mm x 575mm with approved make flush valve including soil pipe, vent pipe upto outside face of wall, 100mm dia C.I. plug bend inlet pipe all fittings, cutting & making good walls, floors etc as directed by Engineer in charge.. Spec No.:As directed by Engineer in charge. SSR I.No.48.37, Sr.No.1653, P.No.315 (SSR 2022-23 GREEN BUILDING)

Ground Floor

Providing and fixing white glazed urinal of size 710x460x300mm with sensotronic concealed type flushing valve for urinal with complete kit having fittings, inlet pipe with stop tap, brackets for fixing the cistern, 32mm diameter P.V.C. flush pipe with fitting and flushing arrangement including lead soil pipe, lead trap & soil pipe connection upto the outside face of wall etc complete. Spec Nos.:As directed by Engineer in charge. SSR I.Nos.48.43, Sr.Nos.1659, P.Nos.316 (Jaquar / Equivalent make Confirming Green Bldg Certificate)

Ground Floor

Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete Spec. No.: As directed by Engineer in charge.SSR I.No.42.51, Sr.No.1422, P.No.279

Ground Floor

Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete.Spec. Nos.: As directed by Engineer in charge.SSR I.Nos.42.52, Sr.Nos.1423, P.Nos.279

Ground Floor

Ground Floor

Ground Floor

Providing and fixing H.D.P container one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres Spec. No. As directed by Engineer in charge. SSR I.No.42.54, Sr.No.1425, P.No.280

First Floor

Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete..Spec.No.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.No.42.55, Sr.No.1426, P.No.280

Ground Floor

Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.No.42.56, Sr.No.1427, P.No.280

Ground Floor

Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. Spec.No.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.No.42.57, Sr.No.1428, P.No.280

Ground Floor

Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.No.42.58, Sr.No.1429, P.No 280

Ground Floor

Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. Spec.No.: BD.V 5 page 551 and as directed by Engineer in charge .SSR I.No.42.59, Sr.No.1430, P.No.280

Ground Floor

Providing and fixing on walls/ ceiling/ floor 50 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. . Spec.Nos.: BD.V 5 page 551 and as directed by Engineer in charge .SSR I.Nos.42.60, Sr.Nos.1431, P.Nos.280

Ground Floor

Providing and fixing 15 cm rigid PVC Nahani trap including PVC grating ,bend,connectingpiece of UPVC pipe up to the outside face of wall ,making the good damaged surface and testing etc. complete ( Prior approval of sample and brand by Ex. Engr. is necessary before use) Spec. No. BD.V 32 A page 551 and as directed by Engineer in charge. SSR I.No.43.18, Sr.No.1489 P.No.288

Ground Floor

Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and One Number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.. Spec No. As directed by Engineer Incharge. SSR I.No.42.85, Sr.No.1456, P.No.283

Ground Floor

Providing and laying in trenches 15 mm dia. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete... Spec. Nos.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.Nos.42.61, Sr.Nos.1432, P.Nos.280

Ground Floor

Providing and laying in trenches 20 mm dia. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.. Spec. Nos.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.Nos.42.62, Sr.Nos.1433, P.Nos.281

Ground Floor

Providing and laying in trenches 25 mm dia. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.. Spec. Nos.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.Nos.42.63, Sr.Nos.1434, P.Nos.281

Ground Floor

Providing and laying in trenches 32 mm dia. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.. Spec. Nos.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.Nos.42.64, Sr.Nos.1435, P.Nos.281

Ground Floor

Providing and laying in trenches 40mm dia. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.. Spec. Nos.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.Nos.42.65, Sr.Nos.1436, P.Nos.281

Ground Floor

Providing and laying in trenches 50mm dia. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.. Spec. Nos.: BD.V 5 page 551 and as directed by Engineer in charge. SSR I.Nos.42.66, Sr.Nos.1437, P.Nos.281

Ground Floor

Providing and fixing in position UPVC ultra violet stabilized 110 mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete Spec No.:As directed by Engineer in charge. SSR I.No.43.25, Sr.No.1496, P.No.290

Ground Floor

Providing and fixing Glass self 125 mm wide and 600 mm long with necessary chromium plated brackets providing T.W.gutties etc. complete Spec. No.: As directed by Engineer in charge .SSR I.No.43.26, Sr.No.1497, P.No.290

Ground Floor

Providing and fixing 90 cm x 60 cm Granite plate engraving 10 cm. height letter,figures including painting the lefters/figures with approved colour and shade complet Spec. No. Bd.W.7 Page No.586. SSR I.No.44.12, Sr.No.1527, P.No.294

Ground Floor

Providing and fixing lioghtening conductor system comprising of erecting AirTermination consisting of tubular copper rod of 25mm dia. 1.2 mm thick with multiple points head 1.2 mt. long ( Heavy Duty) welded or clamped to G.I. pipe pole B grade 50 mm diaof requiired length with M.S. round bnase plate 25 Cm diam and 10mm thick at bottom embeded in cement concrete 1:3:6 dfoundation of size 45 cm diam x 45 cm Height and providing earthing with copper earth plate of size 60 x 60 x 0.3 cms with cadmium plated nut bolts to fix earthing strip burried in specially prepared earth pits 1.5 metre below ground level with 40Kilogramcharcoal and salt with altemate layers of charcoal and salt and G.I.pipe 40mm dia 2 meter length burried in earthe upto earthling plate remining portion above ground level for watering and refilling comcpete Note- Copper strip fropm lightening conductor is not considered in this item... Spec. Nos.: As directed by Engineer in charge .SSR I.Nos.44.18, Sr.Nos.1533, P.Nos.295

Ground Floor

Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats. . Spec. No. Bd.V.46, Page Number 576. SSR I.No.42.19, Sr.No.1390, P.No.275

Ground Floor

RWH - Shallow Percolation Pit providing, constructing 2.0m deep shallow depth percolation pit comprising of 1.0m dia pre-cast RCC rings, 300mm thick side filling around outside of RCC rings (annular space) with 40mm size boulders including filling of percolation pit up to 0.5m depth (from bottom up) with 25-75mm clean washed gravels followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs etc. including arrangement for inlet & outlet pipe, excavation & backfilling as shown in the drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge. Spec. No. Bd.V.46, Page Number 576. SSR I.No.48.46, Sr.No.1662, P.No.317

Ground Floor

Ground Floor

Providing and Fixing Rollar Blinds AMI Make or approved make & shade of 38mm round Aluminium channel with Blackout fabric & telting with chain (Ball) system with all necessary fixtures and fitting etc. complete. (Sample to be final by Engineer In-charge prior execution of work). SSR I.No.51.19 Sr.No.1844 Page No.355

Ground Floor

Providing and fixing Fowler Hospital Bed of size 1980 mm x 900 mm x 600 mm (±10 mm) with mattress and all necessary fittings, complete. The bed frame shall be fabricated from 50×25×1.2 mm rectangular MS tube. The bed top shall be four-section made from 1.0 mm thick perforated CRCA sheet. Backrest and kneerest shall be operated by two smooth-running screw-type crank handles made of 20 mm MS solid rod with nylon bushes. Backrest elevation 0°-75°, kneerest 0°-35°. Head and foot bows of 32×1.2 mm MS round tube with detachable ABS panels. Provided with IV rod provision, urine bag hook, and telescopic/collapsible SS side rails made of 25×25×1.2 mm SS tube. Bed legs with 32×1.6 mm MS tube and 125 mm castors, two with brake. MS parts rust-treated and epoxy powder coated 50-60 micron. Supplied with 100 mm PU foam mattress with waterproof PVC cover. Complete as directed By engineer in charge.

Ground Floor

Providing and fixing Attendant Bed of size 1800×600×450 mm fabricated from 40×40×1.2 mm MS tube with CRCA sheet top, epoxy coated, with 75 mm PU mattress, complete as directed By engineer in charge.

Ground Floor

Providing and fixing Pediatric Bed of size 1370×760×600 mm with MS frame, perforated CRCA sheet top, child-safety rails, laminated head/foot boards, epoxy coated, with PU mattress, complete.as directed By engineer in charge.

Ground Floor

Bed Side Table @ 400LX 400DX 415H Providing and Fixing Bed Side Table of size 400LX 400DX 415H The bed side unit is made up of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding. The bed side table has one drawer and one shelf. The shelf is made of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding SSR I.No.51.58 Sr.No.1883 Page No.367

Ground Floor

Stool for Lab and Class-IVProviding and fixing 4 legged Lab stool, Legs made of 16 Guage 45 MM Outer dimension MS Pipe, Duly painted, With a 304 Grade Stainless steel 12 inch wide seat with a 1 inch collar, Height adjustment via a screw. as per design and drawing and instructions of Engineer in charge. SSR.INo.51.51 Sr.No.1876 Page No.365

Ground Floor

Free Standing Table @ 1200Lx600Dx750HTProviding and fixing Table of Size 1200 x 600 x 750 mm. Top: made from 25 mm Prelaminated Particle board. All edges are covered by 2 mm. Thk. PVC edge bands glued by hot melt glue applied by auto edge banding machine. Legs : C Shape made from CRCA Sheet with Powder Coat finish. Modesty panel : Made from 18mm both side prelaminated particle boards.All edges are covered by 0.8mm PVC edge bands glued by hot melt glue applied by auto edge banding machine.KEYBOARD TRAY ( WITHOUT MOUSE TRAY ) :- Metal Powder Coated - Black Color, CPU TROLLEY :- Metal Powder Coated - Black Color, 3 DRAWER PEDESTAL UNIT having overall size 392L x 450D x 680Ht. mm. with central lock and key. Drawers and body are complete metal with powder coat finish, facia in 18 mm prelaminated particle board, SSR.INo.51.28 Sr.No.1853 Page No.357

Ground Floor

Executive's Table @ 1800Lx900Dx750HTProviding & Fixing of Table @ 1800Lx900Dx750HT - TOP & GABLE END to be made of Membrane finish with soft water fall edges & curved panel & Decorated Anodized section MODESTY PANEL to be made of 18 mm thick Prelaminated particle board with PVC edge band as per drawing SSR.INo.51.21 Sr.No.1846 Page No.355

Ground Floor

Public Seating Chair. - 3 Seater Providing and Fixing 3 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish. SSR I.No.51.44 Sr.No.1869 Page No 359

Ground Floor

Providing & Arrangemnt of High Back, Synchronized Mechanism with Multiple Locking, Adjustable Armrest, Gaslift for Seat height adjustment, Standard 5-prong P/Nylon Base with Leatherite Upholstery SSR.I.No.51.40 Sr.No.1865 Page No.359

Ground Floor

Providing & Arrangemnt of MId Back, Normal Syncro Mechanism , Fixed Armrest, Gaslift for Seat height adjustment, Standard 5-prong/Nylon Base with Leather Upholstery SSR I.No.51.42 Sr.No.1867 Page No.359

Ground Floor

Providing & Arrangemnt of Mid Back, ECO CTS Mechanism , Fixed Armrest, Gaslift for Seat height adjustment, Standard 5-prong P/Nylon Base with Fabric Upholstery SSR I.No.51.43 Sr.No.1868 Page No.359

Ground Floor

Full Height Steel Storage @ 750Lx450Dx2100HT Providing and fixing Openable Steel Storage of 750 x 450 x 2100Ht, with 4 adjustable shelves, Complete body & shutter made in 0.8 mm thick & Top in 2 mm thick CRCA, 4 Shutter to be mounted with the help of cup hinges, and 4 adjustable levelers, enitre storage in powder coated finish with 60 to 80 microns as as per drawing. As directed by Engineer-incharge SSR I.No.51.37 Sr.No.1862 Page No.359

Ground Floor

Conference Table @ 3600Lx1400Dx750HTProviding & Fixing of Main Table @ 3600Lx1400Dx750HT - made up of 18+18mm Thick MDF top with PVC Membrane finish and waterfall edge profile. Aluminium Anodizied finish beeding of 4mm thich is running all over the table top edge. Gable ends is Aerofoiled Shape with front edges in PVC Membrane finish and rest in Prelaminated MDF with batton structure. Gable ends should be hollow from inside for the provision of passing electrical and Data wiring. , MODESTY PANEL:- to be made of 18 mm thick Prelaminated particle board with PVC edge band Access Flap:- For Wire manager 2 Nos. . As directed by Engineer-incharge SSR I.No.51.31 Sr.No.1856 Page No.357

Ground Floor

COMPOUND WALL

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Bd.A.1 Page Number 259. SSR I.No. 21.02, Sr.No.721, P.No.153

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means Spec.No.: Bd.A.2 Page 1 Number 259 SSR I.No.21.06, Sr.No.725 P.No.153

Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means Spec No. : Bd.A.3 Page Number 259 .SSR I.No.21.12, Sr.No.729, P.No.154

Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, 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 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.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Sepc. No. Bd.E.4 Page Number 289 and B7, Page Number38. SSR I.No. 24.08, Sr.No. 830, P.176

Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to 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 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.) With fine aggregate (Crushed sand VSI Grade) Spec No. : Bd.E. 3/ Page No.288/ I.S. 456 (2000).SSR I.No.24.16, Sr.No.835, P.No.177

Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.Bd.F.3 Page 1 No. 298 and B.7, Page No.38. SSR I.No.25.11, Sr.No.836 P.No.178

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. : Bd.F.5 Page No. 300 and B.7, Page.No. 38.SSR I.No.25.31, Sr.No.841, P.No.179

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. :Bd.F.6 Page Number 300 and B.7, Page 1 Number38 Page.No. 38.SSR I.No.25.50, Sr.No.846, P.No.181

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec.No. Bd.F.17, Page No. 306. SSR I.No.26.33, Sr.No.871, P.No.188

Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete. Spec. No. As director by engineer incharge and BDG- 2 and 5. SSR I.No.27.13, Sr.No.900 P.No.198

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Spec. No. : Bd.L.7 Page No. 369. SSR I.No.32.11, Sr.No.963, P.No.209

Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete. Spec. No. As directed by Engineer in charge. SSR I.No.32.37, Sr.No.987, P.No.212

Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. Spec. No. : Spec.One Number: Bd.O.8/Page One Number406. SSR I.No.35.15, Sr.No.1085, P.No.224

Providing and fixing 50 mm. dia. medium class G.I.pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete. Spec. No. As directed by Engineer in charge. SSR I.No.23.05, Sr.No.820 P.No.173

PUMP HOUSE SUMP WELL

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansBd.A.1 Page Number 259. SSR I.No. 21.02, Sr.No.721, P.No.153

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means Spec.No.: Bd.A.2 Page 1 Number 259 SSR I.No.21.06, Sr.No.725 P.No.153

Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means Spec No. : Bd.A.3 Page Number 259 .SSR I.No.21.12, Sr.No.729, P.No.154

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. Spec. No. MORTH 305 SSR I.No. 2.25, Sr.No. 94 P.No.24

Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. Spec. No. Bd.A.11 Page Number 263. SSR I.No. 21.37, Sr.No. 751, P.No. 157

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Spec. No. As directed by Engineer in charge. SSR I.No. 21.40, Sr.No. 754, P.No. 157

Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. Bd.E.1 Page No. 287.SSR I.No.24.01, Sr.No.827, P.No.175

Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.Bd.F.3 Page 1 No. 298 and B.7, Page No.38. SSR I.No.25.13, Sr.No.837 P.No.178

Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. : Bd.F.5 Page No. 300 and B.7, Page.No. 38.SSR I.No.25.33, Sr.No.842, P.No.180

Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. :Bd.F.6 Page Number 300 and B.7, Page 1 Number38 Page.No. 38.SSR I.No.25.52, Sr.No.847, P.No.181

Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec No.Bd.F.8 Page No. 302 and B.7, Page1 No.38. SSR I.No.25.72, Sr.No.852 P.No.182

Providing and laying Cast in situ/Ready Mixcement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec.No. Bd.F.9 Page 1 No. 303 and B.7, Page No.38.SSR I.No.26.07, Sr.No.857, P.No.184

Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. Bd.F.11 Page 1 No. 304 and B.7, Page No. 38.SSR I.No.26.19, Sr.No.861, P.No.185

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec.No. Bd.F.17, Page No. 306. SSR I.No.26.33, Sr.No.871, P.No.188

Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete. Spec. No. As director by engineer incharge and BDG- 2 and 5. SSR I.No.27.13, Sr.No.900 P.No.198

Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement or underGround Floor on a base of Cement concrete 1:3:6, including sub base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete ) Spec. No. : Bd.J.2 Page Number 355. SSR I.No.31.12, Sr.No.948, P.No.206

Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underGround Floor including filling the gap of 25 mm between rough shahabad and R.C.C. walls with cement grout mixed with water proofing liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete) Spec. No. : Bd.J.2 Page Number 355. SSR I.No.31.13, Sr.No.949, P.No.207

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. Spec. No. : Bd.L.4 Page No. 368. SSR I.No.32.03, Sr.No.957, P.No.209

Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete Spec. No. : Bd.L.4 Page No. 368. SSR I.No.32.06, Sr.No.960, P.No.209

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Spec. No. : Bd.L.7 Page No. 369. SSR I.No.32.11, Sr.No.963, P.No.209

Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.Spec. No. : Bd. L.10, Page No.370. SSR I.No.32.15, Sr.No.966, P.No.210

Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete. Spec. No. : As directed by Engineer in charge. SSR I.No.32.21, Sr.No.972, P.No.210

Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete.. Spec No.: As directed by Engineer in charge. SSR I.No.32.34, Sr.No.985, P.No.212

Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete. Spec. No. Bd.M.12 Page No. 385. SSR I.No.33.40, Sr.No.1027 P.No.217

Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for dado and skirting in required position fixed in 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete Spec. No. Bd.M.12 Page 1 No. 385. SSR I.No.33.41, Sr.No.1028 P.No.217

Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. Spec. No. : Spec.One Number: Bd.O.8/Page One Number406. SSR I.No.35.15, Sr.No.1085, P.No.224

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) Spec.No.BD-T-55 Page Number 510 SSR I.No.39.25, Sr.No.1218 P.No.249

Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 Kilogram/One Running Metre. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 Kilogram/One Running Metre.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. and handle and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating without box. Spec. No. : As directed by Engineer in charge. SSR I.No.39.44, Sr.No.1237, P.No.254

Providing and laying Sira Gray / Kashmir White granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing, etc. complete.Spec. No. As directed by Engineer-In- Charge. SSR I.No.33.68, Sr.No.1052 P.No.220

Providing and fixing mild steel grill work for windows, ventilators, etc. 15 Kilogram/ One Square Metre as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complet.Spec. No. : Bd.U. 1 Page No. 537. SSR I.No.40.02, Sr.No.1292 P.No.264

Providing and Fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use Spec No.:As directed by Engineer Incharge.SSR I.No.40.08, Sr.No.1298 P.No.265

Boring work (including transport.) 200/215 mm diameter in the soil / gravel surface Bore diameter of 150 mm in solid rock. This includes diameter drilling work. (Wet drilling) MJP Bore Well SSR Shedule 'B' A (item no 1)

विंधण काम (वाहतुकीसह.) माती / मुरुमाच्या भूप्रस्तरात २०० / २१५ मी.मी. व्यासाचे विंधणकाम व पक्क्या पाषाणात १५० मी.मी. व्यासाच्या विंधण कामाचा यात समावेश आहे. (वेट ड्रिलिंग)

After completion of drilling bore well, capacity test by flushing (air lift method) is measured with 90 degree "V" notch. MJP Bore Well SSR Shedule 'B' A (item no 2)

विंधण विहीर पूर्ण केल्या नंतर फ्लूशिंगद्व्यारे (air lift method) क्षमता चाचणी ९० अंशाच्या "व्ही" नॉचने मोजणे

180 mm diameter PVC Casing pipe (8 kg / cm2) (IS 4985-1988)In exceptional circumstances / Casing pipes with a rock surface and if more than 40 feet of casing pipe is required, the casing should be used with the technical approval of the Deputy Engineer and Geologist.

१८० मी.मी. व्यासाचा पी.व्ही.सी. केसिंग पाईप (८ कि.ग्रॅ. / से.मी.) (IS ४९८५-१९८८)अपवादात्मक परिस्थितीमध्ये/दगड गोट्यांचा भूस्तर असलेल्या ठिकाणी व ४० फुटापेक्षा केसिंग पाईप अत्यावश्यक असल्यास उपअभियंता व भुवैज्ञानिक यांच्या तांत्रिक मान्यतेने सदर केसिंग वापरण्यात यावा.

180 mm diameter PVC Casing pipe (8 kg / cm2) (IS 4985-1988) Casing lowering, grounding

१८० मी.मी. व्यासाचा पी.व्ही.सी. केसिंग पाईप (८ कि.ग्रॅ. / से.मी.) (IS ४९८५-१९८८)केसिंग लोअरिंग, ग्राऊंटिंग करणे.

180 mm diameter cap for PVC pipe.

१८० मी.मी. व्यासाचा पी.व्ही.सी. पाईप साठी कॅप.

C.C. ROAD

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. Spec. No.MORTH 301 SSR I.No.2.11, Sr. No. 87 P.No.23

Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) Spec. No. MORTH 401 SSR I.No.2.27, Sr. No.100 P.No.25

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material. Spec. No. MORTH 401 SSR I.No.3.01, Sr. No.113 P.No.27

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. SSR I.No. 5.13, Sr. No.181, P.No.43

Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thicknesswith groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finelywashed crushed sand) etc. complete with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. SSR I.No.5.22, Sr. No. 190, P.No.44

Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. Spec.no. MORTH 602.6.4.2 SSR I.No.5.16 Sr. No. 184, P.No.43

Supplying hard murum/ kankar at the road site, including conveying and stacking complete. SSR I.No.2.29a, Sr.No. 102 P.No.25

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. SSR I.No.2.30, Sr. No. 104 P.No.25

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. SSR I.No.2.31, Sr. No. 105, P.No.25

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. SSR I.No.2.25, Sr.No.98 P.No.24

Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete Spec. Nos. : As directed by Engineer in charge. SSR I.Nos.33.52, Sr.Nos.1039, P.Nos.218

C.C. DRAIN

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Bd.A.1 Page Number 259. SSR I.No. 21.02, Sr.No.726, P.No.189

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means Spec.No.: Bd.A.2 Page One Number 259 SSR I.No.21.06, Sr.No.725 P.No.153

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Spec. No. As directed by Engineer in charge. SSR I.No. 21.40, Sr.No. 759, P.No. 194

Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. Bd.E.1 Page No. 287.SSR I.No.24.01, Sr.No.832, P.No.215

Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No.Bd.F.3 Page No. 298 and B.7, Page No.38. SSR I.No.25.11, Sr.No.841 P.No.219

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec No.Bd.F.8 Page No. 302 and B.7, Page No.38. SSR I.No.25.70, Sr.No.856 P.No.225

Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. Bd.F.11 Page No. 304 and B.7, Page No. 38.SSR I.No.26.17, Sr.No.865, P.No.228

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec.No. Bd.F.17, Page No. 306. SSR I.No.26.33, Sr.No.876, P.No.233

Providing and fixing mild steel grill work for windows, ventilators, etc. 15 Kilogram/ One Square Metre as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complet.Spec. No. : Bd.U. 1 Page No. 537. SSR I.No.40.02, Sr.No.1292 P.No.264

B.T. ROADS

Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) MORTH 305 SSR I.No.2.27 P.No.25

Supplying hard murum/ kankar at the road site, including conveying and stacking complete SSRI.No.2.29a P.No.25

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Morth 408 SSR I.No.2.30 P.No.25

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete..SSR I.No.2.31 P.No.25

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material. Morth 401. SSR I.No.3.04 P.No.27

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 404. SSR I.No.3.18 P.No.29

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) Morth 404 SSR I.No.3.20 P.No.29

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) Spec No. IRC-SP-20, 2002 Clause No. 8.7.3. SSR I.No.3.35a P.No.31

Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 511 SSR I.No.4.12 P.No.36

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) SSR I.No.3.31 P.No.30

Providing and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 513 SSR I.No.4.03 P.No.35

GARDENING & LANDSCAPING

Excavation for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed inearth, soil of all types, soft murum, including removing the excavated materialup to a distance of 50 mtrs. for a depth of 30 cms. (As per P&G DSR 2022-23 Items of garden work,Sr No.3)

Supplying on site fresh Garden soil (i. e. 3 part soil ) (free from stones rubbish like dried grass roots, other such materials) for excavation area of depth of 30 cms ( consolidated thickness). I.No. 36a, Page No.15

Supplying on site well decomposed Farm Yard Manure (i. e. 1 part FYM) for excavation area of depth of 30 cms ( consolidated thickness). DSR I.No. 36b, Page No.15

Filling fresh garden soil / silt & manure in excavated area of depth 30cms. (1/10 of unskilled labour) (As per P&G DSR 2022-23 Items of garden work,Sr No.13)

Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting reqired plant species, lawn grass as directed etc. complete for required depth 5 to 30 cms. for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed/ ground cover. (1/10 of semiskilled labour) (As per P&G DSR 2022-23 Items of garden work,Sr No.23)

Maintainance of Newly planted rose plant For First 30 days Only (As per P&G DSR 2022-23 Items of garden work,Sr No.32)

Excavation for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed in earth, soil of all types, soft murum, including removing the excavated material up to a distance of 50 mtrs. for a depth of 20 cms. (As per P&G DSR 2022-23 Items of garden work,Sr No.5)

Supplying on site fresh Garden soil (free from stones rubbish like dried grass roots, other such materials) for excavation area of depth of 20 cms.( consolidated thickness).(As per P&G DSR 2022-23 Items of garden work,Sr No.38a)

Supplying on site well decomposed Farm Yard Manure for excavation area of depth of 20 cms. (consolidated thickness).(As per P&G DSR 2022-23 Items of garden work,Sr No.38b)

Providing on site well established (free from weeds /disease etc.) ready to fix lawn turf in slabs/ rolls of required variety as directed. (As per P&G DSR 2022- 23 Items of garden work,Sr No.47)

Filling fresh garden soil / silt & manure in excavated area of depth 20cms. (As per P&G DSR 2022-23 Items of garden work,Sr No.15)

Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting required plant species; lawn grass as directed etc. complete for required depth 20 cms. for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed/ ground cover. (1/10 of semiskilled labour) (As per P&G DSR 2022- 23 Items of garden work,Sr No.23)

Maintenance of Newly Developed lawn (Instant Lawn) Area. For First 30 days Only (As per P&G DSR 2022-23 Items of garden work,Sr No.29)

Supplying on site fresh Garden soil (i. e. 3-part soil) (free from stones rubbish like dried grass roots, other such materials) for excavated pit size area of 0.60 x 0.60 x 0.60m (consolidated thickness). DSR I.No. 44a, Page No.14

Supplying on site well decomposed Farmyard Manure FYM (i. e. 1-part FYM) for excavated pit size area of 0.60 x 0.60 x 0.60m (consolidated thickness). DSR I.No. 44b, Page No.14

Providing on site required variety of Tree (free from weeds /diesease etc.) 30 cms. apart c/c.Name:- 1) Bahava (Amaltash) ;Bag Size 13 x13'', ht 6-8'(plants list sr no5b, item no 1, Page No. 25)

Excavation pit size 0.60 x 0.60 x 0.60m for planting small & medium ornamental plants/ large flowering/ shady trees (plant height 1 to 2 mtr.)/ palm varieties upto height 1 to 2 mtrs. in earth, soil of all types, soft murum, including removing the excavated & unwanted material up to a required distance of 50 mtrs. (4. Items of garden work DSR Sr.No. 11, Page No.11)

Filling fresh garden soil / silt & manure in excavated pit size area of 0.60 x 0.60 x 0.60m (1/10 of unskilled labour) (4. Items of garden work DSR Sr.No. 21, Page No.12)

Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting reqired plant species as directed etc. complete for required pit size 0.60 x 0.60 x 0.60m. (1/10 of semiskilled labour) (4. Items of garden work DSR Sr.No. 26, Page No.12)

Maintainance of Newly planted tree varities having height 1 mtr.- 2 mtr. For First 30 days Only. (4. Items of garden work DSR Sr.No. 34, Page No.13)

Excavation for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed in earth, soil of all types, soft murum, including removing the excavated material up to a distance of 50 mtrs. for a depth of 30 cms.(As per P&G DSR 2022-23 Items of garden work,Sr No.3)

Supplying on site fresh Garden soil (free from stones rubbish like dried grass roots, other such materials) for excavation area of depth of 30 cms. (consolidated thickness).(As per P&G DSR 2022-23 Items of garden work,Sr No.36a)

Supplying on site well decomposed Farmyard Manure for excavation area of depth of 30 cms. (consolidated thickness) (As per P&G DSR 2022-23 Items of garden work,Sr No.36b)

Providing on site required variety of Shrubs (free from weeds /diesease etc.) 30 cms. apart c/c.Name:- Murraya(Kamini);Bag Size 7'' x 8'',(plants list) 1(a) serial no 15.

Filling fresh garden soil / silt & manure in excavated area of depth 30cms. (1/10 of unskilled labour) (As per P&G DSR 2022-23 Items of garden work,Sr No.13)

Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting reqired plant species, lawn grass as directed etc. complete for required depth 30 cms. for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed/ ground cover. (1/10 of semiskilled labour)(As per P&G DSR 2022- 23 Items of garden work,Sr No.23)

Maintenance of Newly Developed Shrubs Area. For First 30 days Only (As per P&G DSR 2022-23 Items of garden work,Sr No.31)

EXISTING BLDG DISMENTALING

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means INo. Bd.A.1 Page No.259 SSR No.21.02 I.No.719, Page No.115

Ground Floor

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. INo. Bd.A.1 Page No.259 SSR No.2.26 Sr. No.99, Page No.25

Ground Floor

Dismantling stone masonry in Mud including stacking the materials as directed with all leads, lifts etc. complete. SSR No.46.10 Sr. No.1548, Page No.296

Ground Floor

Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc. S.S.R No.46.09 I.No.1547, Page No.296

Ground Floor

Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. S.S.R No.46.29 I.No.1565, Page No.297

Ground Floor

Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc, complete.Spec.No.: Bd.A.2 Page 1 Number 259 SSR I.No.46.14, Sr.No.1552 P.No.296

Ground Floor

Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. completeS.S.R No.46.19 I.No.1557, Page No.297

Ground Floor

Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. As directed by Engineer incharge. S.S.R No.46.15 I.No.1539, Page No.215

Ground Floor

Removing ventilators and small windows with frame and stacking the materials with alleads, lifts etc. complete... As directed by Engineer in charge. SSR I.No.46.16, Sr.No.1554 P.No.296

Ground Floor

Removing urinal pans or wash hand basins with frame including disconnecting the sanitary and water supply connections, removing the same carefully and stacking the serviceable materials as and where directed including throwing the unserviceable materials outside etc complete INo. Bd.A.1 Page No.259 SSR No.46.40 I.No.1576, Page No.298

Ground Floor

Removing W.C. pans including disconnecting the sanitary and water supply connections, removing and breaking flooring and bed con-crete around pan removing the same carefully and stacking the serviceable materials as adn where directed including throwing the unserviceable materiasls out side etc. carefully and throwing out the refusal outside etc. complete INo. Bd.A.1 Page No.259 SSR No.46.41 I.No.1577, Page No.298

Ground Floor

Removing iron pipe raling having wooden R.C.C. or C.C. or iron post and stacking the materials as directed etc. complete.e.Spec. No. As directed by Engineer in charge. SSR I.No.46.26, Sr.No.1562 P.No.297

Ground Floor

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