University Of Pune-UOP has published Construction Of Administrative Cum Acadamic Building At Ahmednagar Subcentre Of Savitribai Phule Pune University Excavation In All Types Soling Work Pcc Work Rcc M25 Footing Column Slab Beam Brick Masonry Stone Masonry Waterproofing Work Plastering Work T. Submission Date for this Tender is 05-08-2022. Excavation Work Tenders in Pune Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means. Spec. No.Bd.A.1 Page No. 259 |
| 2 | Excavation for foundation in soft murum including removing the excavated material upto a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means. Spec. No.Bd.A.2 Page No. 259 |
| 3 | Excavation for foundation in hard murum and boulders including removing the excavated material upto a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means. Spec. No.Bd.A.3 Page No. 259 |
| 4 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metrs beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary backfilling with available earth / murum, ramming, watering including shoring and strutting etc.complete. (Lift upto 1.5m.) By Mechanical Means. Spec. No. Bd.A.4 Page No. 259 |
| 5 | Excavation for foundationin Hard rock by chiselling, wedging, linedrilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and backfilling with available earth/murum watering, ramming etc. complete. (Lift upto 1.5m.) By Mechanical Means. Spec. No. Bd.A.6 Page No. 260. |
| 6 | Excavation for foundation in soft murum including removing the excavated material upto a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from1.5m To 3.0 m.) By Mechanical Means. Spec. No.Bd.A.2 Page No. 259 |
| 7 | Excavation for foundation in hard murum and boulders including removing the excavated material upto a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from1.5m To 3.0 m.) By Mechanical Means. Spec. No.Bd.A.3 Page No. 259 |
| 8 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metrs beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary backfilling with available earth / murum, ramming, watering including shoring and strutting etc.complete. (Lift from1.5m To 3.0 m.) By Mechanical Means. Spec. No. Bd.A.4 Page No. 259 |
| 9 | Excavation for foundationin Hard rock by chiselling, wedging, linedrilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and backfilling with available earth/murum watering, ramming etc. complete. (Lift from1.5m To 3.0 m.). ByMechanical Means. Spec. No. Bd.A.6 Page No. 260. |
| 10 | Providing preconstructional antitermite treatment as per 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 chlorophyri fos per square meter surface area covering 10 years guarantee on bond paper. Spec. As directed by Engineer in charge. |
| 11 | 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 square metre of vertical surface area covering 10 years guarantee on bond paper. Spec. Spec. As directed by Engineer in charge. |
| 12 | 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 square metre of surface area covering ten years guarantee on bond paper. Spec. As directed by Engineer in charge. |
| 13 | 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. As directed by Engineer in charge. |
| 14 | 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 No.262. |
| 15 | 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 No.263 |
| 16 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20 cm thick including hand packing and compacting etc. complete. Spec. No. Bd.A.12 Page No.264. |
| 17 | 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, (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Spec. No. Bd.E.1 Page No.287. (Cement bags 4.40 bags/Cum.) |
| 18 | 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. 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). (Crushed sand VSI Grade) Spec. No. Bd.F.3 Page No. 298 and B.7, Page No.38. (Cement bags 7.50 bags/Cum.) |
| 19 | 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 compacting and roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). (Crushed sand VSI Grade) Spec. No.Bd.F.5 Page No. 300 and B-7, Page No 38. (Cement bags 7.50 bags/Cum.) |
| 20 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. Plinth beamsas per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction and roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).(Crushed sand VSI Grade) Spec. No. Bd.F.6 Page No. 300 and B.7, Page No.38. (Cement bags 7.50 bags/Cum.) |
| 21 | Providing and laying Cast in situ/Ready Mix cement concrete 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, compaction and roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).(Crushed sand VSI Grade) Spec. No. Bd.F.6 Page No. 300 and B.7, Page No.38. (Cement bags 7.50 bags/Cum.) |
| 22 | 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).(Crushed sand VSI Grade) Spec. No. Bd.F.8 Page No.302 and B.7, Page No.38. (Cement bags 7.50 bags/Cum.) |
| 23 | Providing and laying Cast in situ/Ready Mix cement 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).(Crushed sand VSI Grade) Spec. No.Bd.F.9 Page No. 303 and B.7, Page No.38. (Cement bags 7.50 bags/Cum.) |
| 24 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap / granite /gneiss / quartzite metal for R.C.C. fins of required thickness in position as shown on the drawings or as directed by Engineer-in-charge 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 reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.(Crushed sand VSI Grade) Spec. No.Bd. F. 16 Page No. 306 /I.S. 456 (2004). (Cement bags 7.50 bags/Cum.) |
| 25 | 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). (Crushed sand VSI Grade) Spec. No.Bd.F.11 Page No. 304 and B.7, Page No. 38 (Cement bags 7.50 bags/Cum.) |
| 26 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including steel centering, formwork, cover blocks, laying/pumping, compacting, curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).(Crushed sand VSI Grade) Spec. No.Bd. F. 12 Page No. 304 and B-7, Page 38. (Cement bags 7.0 bags/Cum) |
| 27 | 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.)(Crushed sand VSI Grade) Spec. No.Bd. F. 13 Page No. 305 /I.S. 456 (2000) (Cement bags 7.50 bags/Cum.) |
| 28 | 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 |
| 29 | Providing and fixing during laying in RCC Slab rectangular 2 mm thick M.S. sheet fan hook box of size 180x100 mm with required depth with holes or notches as required, bottom and top sides of 1.6 mm M.S. sheet fixed with 3.5 mm dia. round headed screws together with 12 mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to exposed surface. Spec. As directed by Engineer in charge. |
| 30 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually, striking joints on un exposed faces and watering etc.complete. Spec. No. Bd.H.1 Page No. 329 |
| 31 | 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 directed by engineer in charge and BDG- 2 and 5. |
| 32 | Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls / in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering etc. complete. Spec. No. Bd.G.1, Page No. 313 |
| 33 | Providing second class Burnt 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. Bd.G.5 Page No. 315 |
| 34 | Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6mm diameter / 2 hoop iron strips 25mm x 1.6mm placed at every third course, properly bent and bonded at ends scaffolding, racking out joints and watering etc. complete. Spec. No. Bd.G.7 Page No. 316 |
| 35 | Providing cement based waterproofing 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 20mm thick layers of same mortar added with jute fiber at 1 Kilogram per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300mm 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. As directed by Engineer in charge. |
| 36 | Providing water proof bedding for flooring of Bath and WC 25mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete. Spec. As directed by Engineer in charge. |
| 37 | 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 No.355. |
| 38 | 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 No. 355. |
| 39 | Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete. Spec. No.Bd.L.1 Page Number 367. (Use Natural sand) |
| 40 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. Spec. No.Bd.L.2 Page No.368. (Use Natural sand) |
| 41 | Providing internal cement plaster 20mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. Spec. No.Bd.L.4 Page No.368. (Use Natural sand) |
| 42 | Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.Spec. No. Bd. L.10, Page No.370. |
| 43 | Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete. Spec. As directed by Engineer in charge. |
| 44 | Providing patti / band 100 mm wide on plastered surface12 mm to15 mm thick in C.M.1:3 line and level including neat finishing scaffolding curing etc. complete. Spec. As directed by Engineer in charge. |
| 45 | Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc.complete. Spec. As directed by Engineer incharge |
| 46 | Providing sand faced plaster externally in cement mortar using approved screened sand,in all positions including base coat of 15mm thick in cement mortar 1:4 using waterproofing compound at 1kg percement bag curing the same for not less than 2 day sand 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. (Use Natural sand) |
| 47 | Providing and fixing Fibre chicken mesh of 22 gauge, with about 30cm. 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. As directed by Engineer in charge. |
| 48 | Providing and fixing chicken mesh of 22 gauge, with about 30cm. 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. As directed by Engineer in charge. |
| 49 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement including all materials and labour complete. Spec. No. MORTH 602.5 |
| 50 | 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 No. 380 |
| 51 | Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete. Spec. As directed by Engineer in Charge. |
| 52 | Providing and laying machine cut machine polished machine cut Kota stone slabs 20 to 25 mm thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. Spec. No. Bd.M.22 Page No.390. |
| 53 | Providing Mirror polishing to Kota Stone for flooring including using all necessary stones and equipments cleaning, washing etc. complete. Spec. As directed by Engineer in charge. |
| 54 | Providing Mirror polishing to Kota Stone for skirting including using all necessary stones and equipments cleaning, washing etc. complete. Spec. As directed by Engineer in charge. |
| 55 | Providing and laying vitrified mirror / glossy finish tiles decorative type having size 600 x 600mm/800x800mm or required size of 8 to 10mm 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 No.385. (Basic rate of Tile = Rs. 608/Sq.m. inclusive oftransportaion, etc. complete.) |
| 56 | Providing and laying Antiskid vitrified tiles decorative type having size 600 x 600mm/800x800mm or required size of 8 to 10mm 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 No.385. (Basic rate of Tile = Rs. 710/Sq.m. inclusive oftransportaion, etc. complete.) |
| 57 | Providing and laying vitrified mirror/glossy finish tiles decorative type having size 600 x 600mm/800x800mm or required size of 8 to 10mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for skirting 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 No.385. (Basic rate of Tile = Rs. 608/Sq.m. inclusive of transportaion, etc. complete.) |
| 58 | 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 No. 385. (Basic rate of Tile = Rs. 523/Sq.m. inclusive oftransportaion, etc. complete.) |
| 59 | Providing and laying ceramic tiles having size 30 cm. x 45 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 No. 386. (Basic rate of Tile = Rs. 534/Sq.m. inclusive oftransportaion, etc. complete.) |
| 60 | Providing and laying in position flooring of telephone black / Amba White / Catbary brown / Rubyred / Ocean Brown 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, polishing and cleaning etc. complete.Spec No. Bd.M. 3 B Page No. 380. (Basic rate of Granite = Rs. 1937.52/Sq.m. inclusive ofpolishing, transportaion, etc. complete.) |
| 61 | Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black / Amba White / Catbary brown / RBI red / Ocean Brown 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.22B Page No. 390. (Basic rate of Granite = Rs. 1937.52/Sq.m. inclusive ofpolishing, transportaion, etc. complete.) |
| 62 | Providing and fixing heavy duty interlocking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 Kilogram/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc.complete. (Using 100% crushed sand) Spec.No. Bd. M.12 Page No. 385. |
| 63 | Providing and applying two coats of exterior weather shield paint 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. As directed by Engineer in charge. (Make Asian/NEROLAC/Dulux) |
| 64 | Providing and applying plastic emulsion paint of approved quality, colour and shade to old & new surfaces in two coats including scaffolding, preparing the surface including the primer coat etc. complete. Spec. No. Bd.P.6 Page No. 414. (Make Asian/NEROLAC/Dulux) |
| 65 | Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coat includingscaffolding,preparing the surfaces (including the primer coat) etc. complete. Spec No. Bd. P.5 Page No. 413. (Make Asian/NEROLAC/Dulux) |
| 66 | Providing and applying two coats of flat oil paint of approved colour and shade to internal/external plastered surfaces including scaffolding if necessary,cleaning and preparing the surface (including primer coat) etc. complete. Spec No. Bd.O.7 Page No. 406. (Make Asian/NEROLAC/Dulux) |
| 67 | Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete. Spec. No. Bd.C.8 Page No. 278. |
| 68 | Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications,inclusive of cost of steel tubular trusses,tubular columns purlins,tie runners,foundation bolts,base plates,nuts and bolts,welding wherever required etc.as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. No. B.18 Page No. 78. |
| 69 | Providing and fixing corrugated galvanised iron sheets of 0.63 mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts,lead and bitumen washers as per drawing etc. complete. (Weight of 5.5 Kilogram/sq.m.). Spec. No. Bd.R.5 Page No. 453. |
| 70 | 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 hold fast of size 300 mm x 40 mm x 5 mm with oil painting, etc. complete. Spec. As directed by Engineer in charge. |
| 71 | Providing & fixing solid core flush door in single / double leaf 35mm thick decorative type of exterior grade as per detailed drawing & design including approved mica face on both face (1.5mm thick), fittings, Brass oxidised fixtures (Aldrops, Handles, Tower bolts, Hinges) of approved make and size as specified in the drawing including all necessary beads, moulding, lipping, french polish etc. complete. (without door frame). Spec. No. BD.T.34 Page No. 499. |
| 72 | Providing and fixing in position 30mm. Thick solid commercial flush door shutters, single/doubleshuttered, waterproof & termite proof as per Indian standard specification (Century ply make) including providing 30 X 20mm. T.W. lipping all around and both side 1mm thick laminate (Century / Greeenlam make) with three coats of fresh polish of approved color on top & vertical thickness, for bottom thickness with one coat of primer and two coats of approved satin paint (Asian / ICI make), all shutters tested for smooth easy operation etc. all as per architectural drawings & details etc. complete. Actual flush door size will be paid (The rate is including all hardware schedule as per each type) Hinges - 4 Nos. Handle A - 2 Nos. Aldrop - 1 No.Tadipatti - 1 No. Towerbolt - 1 No.Doormagnet - 1 No.PVC - Stopper - 1 No. Hardware Schedule Hinges - 100mm long ( 4 x 12mm ) S.S. Hinges ,Handle A - 200mm long and 19mm thick SS Handles , Handle B - 150mm long and 19mm thick SS Handles ,Aldrop - 250mm long & 12mm dia.S.S. Aldrop,Tadipatti - 200mm long & 12mm dia. S.S.Tadipatti of Baby latch - S.S Baby latch ,Tower bolt - 200mm long S.S.Tower bolt200 x 10mmDoormagnet - S.S. Door magnet ,PVC - Stopper - PVC door Stopper ,72 mm bell type. Spec. As directed by Engineer in charge. Make for hardware fittings - Super Suzu/hittech/hafele/godrej/ EBCO/Fitji/Kich /Plus point make |
| 73 | Providing & fixing Hardware of approved brand and make to doors as directed on drawings, including all necessary fitting etc. complete. Door closer (Hyper). Spec. As directed by Engineer in charge. |
| 74 | Providing and fixing M.S. grill door 24 Kilogram/Square Metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc. Spec. As directed by Engineer in charge. |
| 75 | 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 300x300x3.15 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) (Without mechanical gear) Spec. No. Bd.T.55 Page No. 510. |
| 76 | Supplying and fixing in position Colour anodized Aluminium four track sliding windows with outer frame made from section of overall size 122mm x 45mm, bottom section with drain section track weighing 1.83 Kilogram per metre and top and side section of size 122 x 31.75 mm weighing 1.15 Kilogram per runnig metre with shutter sections made of 18mm x 40mm size having average weight of 0.6 Kilogram per running metre (or as required size) with change in proportion at weight, with 6mm float glass in three equal panels and alluminium coated stainless steel mosquito net in one (2/3 of opening) panel fixed with new neo prene gasket, shutters to be provided with nylonen cased stainless steel rollers, necessary locks and handles complete. Spec. As directed by Engineer in charge. (Make Aluminium sections - Jindal & Glass - Modi Guard, Saint Gobain) |
| 77 | Providing and fixing in position (as per 1868 / 1982) Alluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30mm at weight 1.070 kg/Rmt. Top and side track section 92 x 31.75 x 1.30mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. 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 5mm thick plain / opaque glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc., complete. With colour Anodising without box. Spec. As directed by Engineer in charge. (Make Aluminium sections - Jindal & Glass - Modi Guard, Saint Gobain) |
| 78 | Providing and fixing in position (as per 1868 / 1982) Alluminium sliding window of two tracks with rectangular pipe 95 x 38.10 x 0.90mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30mm at weight 1.070 kg/Rmt. Top and side track section 92 x 31.75 x 1.30mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. 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 5mm thick plain / opaque glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc., complete. With colour Anodising without box. Spec. As directed by Engineer in charge. (Make Aluminium sections - Jindal & Glass - Modi Guard, Saint Gobain) |
| 79 | Providing and fixing fiber glass reinforced polyster door shutter 35 mm thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etc. complete. Spec. As directed by Engineer in charge. |
| 80 | 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 38mm x 1.22mm box type, 5mm thick sheet glass louvers of approved quality etc. complete. Spec. As directed by Engineer in charge. |
| 81 | Providing and fixing in position aluminium partly openable and partly fixed window of any size as per detailed drawing and as directed by Engineer in charge with all necessary alluminium sections including necessary fixtures and fastening with 5mm thick float glass etc.complete.a) With colour anodizing Note While arriving at the rate of item of item weight at 6.90 Kilogram/Square Metre is considered. Spec. As directed by Engineer in charge. (Make Aluminium sections - Jindal & Glass - Modi Guard, Saint Gobain) |
| 82 | Providing and fixing glass doors as per detailed drawings & design. Door shutters shall be consist of full height 12mm thick toughened glass with crystal polished on all four edges fixed in Stainless steel finish heavy type brass patch fitting with 1 pair of brushed SS handle 32mm Dia., 2030mm height including Miscellaneous hardware etc. complete. Spec. As directed by Engineer in charge. |
| 83 | Providing and fixing tined/ obscured glass of 5 to 6 mm thickness for ventilators in doors inclding lipping patti, edeging, french polishing etc. complete. Spec. As directed by Engineer in charge. |
| 84 | Providing and laying telephone black / Amba White / Cadbury brown / Ruby red / Ocean Brown Polished granite stonefor Wall cladding/ door frame/ dado/ window boxing etc. on C.M. 1:6 including moulding, filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete. Spec. As directed by Engineer in charge. (Basic rate of Granite = Rs. 1937.52/Sq.m. inclusive of polishing, transportaion, etc. complete.) |
| 85 | Providing and fixing mild steel grill work for windows, ventilators etc. 15 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. Spec. No.Bd.U.1 Page No. 537. (Make of Steel : TATA, SAIL) (Paint : ASIAN make) |
| 86 | Providing and fixing 50mm diameter matt / glossy finish and 1.5mm thick Stainless steel hand railing in S.S.304 Grade including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe etc. complete. Spec. As directed by Engineer in charge. (Make - TATA S.S. pipe) |
| 87 | Providing and fixing matt finish stainless steel (of 302 grade) railing with top pipe of 50mm dia. and vertical pipe of 38mm dia. at 0.60m c/c or as required and horizontal pipes of 25mm dia in three rows, all pipes of 2mm thick including buffing, fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75mm dia. above newel post of 75mm diameter etc. complete. Spec. As directed by Engineer in charge. (Make - TATA S.S. pipe) |
| 88 | Providing and fixing screw down for 25mm dia. C.P. wheeled stop tap of brass including necessary sockets/union nut complete. Spec. No.Bd.V.9 Page No.555 |
| 89 | Providing and fixing screw down for 32mm dia. C.P. wheeled stop tap of brass including necessary sockets/union nut complete. Spec. No.Bd.V.9 Page No.555 |
| 90 | Providing and fixing screw down for 50mm dia. C.P. wheeled stop tap of brass including necessary sockets/ union nut complete. Spec. No.Bd.V.9 Page No.555 |
| 91 | Providing and fixing screw down for 65mm dia. C.P. wheeled stop tap of brass including necessary sockets/ union nut complete. Spec. No.Bd.V.9 Page No.555 |
| 92 | Providing and fixing 45cm wide mild steel ladder of 40mm x 6mm mild steel flat stringers and steps of 18 mm dia. mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60cm x 30cm x 30cm and painting the ladder complete. (Anti Corossive Paint) Spec. No.Bd.V.19 Page No.559 |
| 93 | Providing and fixing White Glazed Earthenware full stall type Urinal inlet pipes and stop tap, brackets for fixing the cistern, 32mm dia. P.V.C. flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connection up to the outside face of the wall. Spec. No. Bd.V.23 Page No. 562 |
| 94 | Providing and fixing white glazed earthenware wash hand basin of 45 cm x 30 cm size including cold water piller tap / cold and hot water piller tap, brackets, rubber plugs and brass chain, stop tap, PVC bottle trap and necessary pipe connections including PVC waste pipe and trap up to the out side face of the wall, making good the damaged surface, testing etc. complete. Spec. No.BDV.30 Page No.565 |
| 95 | Providing and constructing Polished 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. Spec. As directed by Engineer in charge.(Platform top size 5.00 m x 0.60 m and height is 0.75 m) (Basic rate of Granite = Rs. 1937.52/Sq.m. inclusive ofpolishing, transportaion, etc. complete.) |
| 96 | 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. 572 |
| 97 | Providing and laying 100mm dia. Salt glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. Spec. No.Bd.V.39, Page No. 573 |
| 98 | Providing and laying 150mm dia. Salt glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. Spec. No.Bd.V.39, Page No. 573 |
| 99 | 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 |
| 100 | Providing and laying concrete pipes of I.S.NP. class of 225mm 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 |
| 101 | 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 |
| 102 | Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 Kilogram with frame etc complete. Spec. No.Bd.V.43, Page No. 574 |
| 103 | Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete. Spec. No.Bd.V.43, Page No. 574 |
| 104 | Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete. Spec.As directed by Engineer in charge. |
| 105 | Providing and fixing H.D.P container one piece moulded water tank made out of low density polythyler and built corrugation including of delivery upto destination hoisting and fixing of accessories such as inlet,outlet overflow of all tanks capacity above 1000 to 20,000 litres |
| 106 | Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same or as directed etc. complete. Spec.As directed by Engineer in charge. |
| 107 | Providing and fixing on walls / ceiling / floors,15 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes weight of 1.48 Kilogram / metre with necessary fittings.remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same as directed etc. complete.Spec No.Bd.V.5 Page Number 551 |
| 108 | Providing and fixing on walls / ceiling / floors,25 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes weight of 3.01 Kilogram / metre with necessary fittings.remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same as directed etc. complete.Spec No.Bd.V.5 Page Number 551 |
| 109 | Providing and fixing on walls / ceiling / floors,32 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes weight of 3.89 Kilogram / metre with necessary fittings.remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same as directed etc. complete.Spec No.Bd.V.5 Page Number 551 |
| 110 | Providing and fixing on walls / ceiling / floors,50 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes weight of 6.33 Kilogram / metre with necessary fittings.remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same as directed etc. complete.Spec No.Bd.V.5 Page Number 551 |
| 111 | Providing and fixing on walls / ceiling / floors,65 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes weight of 8.17 Kilogram / metre with necessary fittings.remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same as directed etc. complete.Spec No.Bd.V.5 Page Number 551 |
| 112 | Providing and fixingPVC Multi nahani trapwith grating etc. complete.Spec. No.BD.V 32 A Page 551 and as directed by Engineer in charge. |
| 113 | Providing and fixing C.P.wall mixer with shower rose provision for overhead shower with 115 mm long bend pipe and wall flange of approved make including necessary sockets/union nut etc.complete. Spec. As directed by Engineer incharge |
| 114 | Providing and fixing C.P. Angular stop cock with wall flange Jaquar make or equivalent continental including necessary sockets/union nut etc. complete. Spec. As directed by Engineer in charge. |
| 115 | Providing and fixing 15mm dia. Screw down 2 way C.P. BIB bib cock with Health faucet including necessary sockets, union nut etc. complete. Spec. As directed by Engineer in charge. |
| 116 | Providing and fixing C.P. Piller cockof required type including necessary sockets, union nut, testing etc. complete. Spec. As directed by Engineer in charge. |
| 117 | Providing and fixing C.P. BIB cock with wall flange jaquar or equivalent make continentalincluding necessary sockets/ union nut etc. complete. Spec. As directed by Engineer in charge. |
| 118 | Providing and fixing C.P.Toilet paper holder jaquar make continental (Cat. No. AQ 7751 ) including necessary sockets/ union nut etc. complete. Spec. As directed by Engineer in charge. |
| 119 | Providing and fixing chromium plated towel rod 16 mm dia and 75 cm. in length including all accessories complete. Spec.As directed by Engineer in charge. |
| 120 | Providing & fixing in position European type White glazed earthenware Wall Hung type water closet, Back inlet, "P" trapC. I. bracket with C.P. bolt, matching seat cover & fixing concealed typeC.P. flush valve with 32mm size control cock & required length operating lever assembly & connecting its outlet to theW.C. pan testing etc. complete. Spec. As directed by Engineer in charge. |
| 121 | Providing and fixing Orissa type white glazed earthenware 575 mm water closet pan including S trap with earthenware foot rests, cast iron soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc. complete. |
| 122 | Providing and fixing P.V.C. Rain water pipes of 110mm 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 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. As directed by Engineer in charge. |
| 123 | Providing and fixing in position UPVC ultra violet stabilized 110mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete |
| 124 | Providing, laying and fixing P.V.C. pipe of 75mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same as directed etc. complete. Spec. As directed by Engineer in charge. |
| 125 | Providing, laying and fixing, jointing Supreme Eco- drain 80 / 110mm SN 8 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees, coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete. Spec. As directed by Engineer in charge. |
| 126 | Conveying materials obtained from excavation 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 1.0 km. inclusive, from the site of excavation to the site of deposition as directed. |
| 127 | Supplying and erecting HMS PVC conduit 25mm dia. with PVC accessories on wall / ceiling as per specification No. WG-MA/CON. (For running mains in the rooms / passages / toilets etc.) |
| 128 | Supplying, Drilling/Cleaning hole and injecting chemical Application to be designed separately for Rebars as Simply Supported,Momentor Splice Connection as per EC2/TR023 or relevant tested and accepted rebar guidelines.The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion.Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill,cleaning with brush and jet of clean air,filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDEA22 battery dispenser along with piston plug.The installation and the setting instructions should be strictly followed as per the manufacturer‘s recommendations.The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 - 8mm dia 160mm depth. Spec. As directed by Engineer in charge. |
| 129 | Supplying, Drilling/Cleaning hole and injecting chemical Application to be designed separately for Rebars as Simply Supported,Momentor Splice Connection as per EC2/TR023 or relevant tested and accepted rebar guidelines.The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion.Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill,cleaning with brush and jet of clean air,filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDEA22 battery dispenser along with piston plug.The installation and the setting instructions should be strictly followed as per the manufacturer‘s recommendations.The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -10 mm dia 200mm depth. Spec. As directed by Engineer in charge. |
| 130 | Supplying, Drilling/Cleaning hole and injecting chemical Application to be designed separately for Rebars as Simply Supported,Momentor Splice Connection as per EC2/TR023 or relevant tested and accepted rebar guidelines.The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion.Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill,cleaning with brush and jet of clean air,filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDEA22 battery dispenser along with piston plug.The installation and the setting instructions should be strictly followed as per the manufacturer‘s recommendations.The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -12 mm dia 240mm depth. Spec. As directed by Engineer in charge. |
| 131 | Providing and making Holes (Core Cutting) in chajjas and slabs of dia. 110 mm for passing pipe line etc. complete. Spec. As directed by Engineer in charge. |
| 132 | Material Testing charges: Carrying out Basic Test of Cement such asStandard Consistancy, Fineness, Specific Gravity, Setting Time (lnitial & Final), Compressive Strength, Soundness in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 133 | Material Testing charges: Carrying out Basic Test of Aggregate such asWater Absorption, Specific Gravity, lmpact Value, Crushing Value in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 134 | Material Testing charges: Carrying out Basic Test of Aggregate such asSieve Analysis in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 135 | Material Testing charges: Carrying out Basic Test of Aggregate such as Abrasion Value in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 136 | Material Testing charges: Carrying out Basic Test of Aggregate such as Flakiness lndex & Elongation Index in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 137 | Material Testing charges: Carrying out Basic Test of Aggregate such as Soundness in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 138 | Material Testing charges: Carrying out Basic Test of Fine Aggregate such as Fineness Modulus (Sieve Analysis), Silt & Clay Content in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 139 | Material Testing charges: Carrying out Basic Test of Fine Aggregate such as Silt Factor in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 140 | Material Testing charges: Carrying out Basic Test of Bricks such as Water Absorption (Set of 5 Bricks), Compressive Strength (Set of 5 Bricks), Efflorescence (Set of 5 Bricks) in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 141 | Material Testing charges: Carrying out Basic Test of Concrete such as Compressive Strength of C.C. cube (Set of 3 cubes) in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 142 | Material Testing charges: Carrying out Basic Test of Concrete such as Concrete Mix Design in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 143 | Material Testing charges: Carrying out Basic Test of Steel Bar Testing Upto 16 mm (Set of 3 Bars) in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
| 144 | Material Testing charges: Carrying out Basic Test of Steel Bar Testing Upto Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress, Weight per meter, Bend / Rebend Test, Proof Stress.) in Govt. P.W.D.laboratory as per relevant B.I Standards and submitting test results including all taxes,overheads and any other allied charges etc. complete. |
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