Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Group-I : Providing Earth Filling, Internal Hardening, Ring Bund, Waste Pits, Fencing, NewApproach road, Parking area andconstruction of sheds, at TM- AAD/S |
| 2 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 30 cm girth upto and including 60 cm girth |
| 3 | Engaging 2 to 5 HP capacity diesel engine pump for pumping of water wherever required including hire, fuel and operational charges of pump etc. complete all as directed by Engineer-in-charge.NOTE:1) Pump operation to be carried out round the clock as and when required.2) In case ofbreak down contractor has to make arrangement for alternative engine for ensuring continuous water supply and for that nothing extra shall be paid.In case non-arrangement penalty will be imposed @ Rs.100.00 per hour. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 5 | Extra for additional lift of 1.50m to 3.00mts (In all kind of soil) |
| 6 | Labour charges for dressing of bunds including hand ramming and making to line etc. all as directed. |
| 7 | Collection & Supplyof quarry rubbishincluding excavation, loading at source, transportationunloading and filling at site of work with alllead and lift with quarry rubbish in layers of 20.0 cm thick each layer including sectioning, watering, consolidation by 8 to 10 tonne capacity power roller etc complete. |
| 8 | Collection and supply of hard broken granite variety metalfree from dust obtained by quarrying, wedging, breaking etc. from approved quarry including loading, transportation, unloading at site of work and stacking to measurable standard gauge stacks etc. complete all as directed by EIC (Note : 7.50% deduction shall be made for voids from stack measurements for payment purpose) 100 / 90mm to 45mm size stone aggregate. |
| 9 | Collection and supply of hard broken granite variety metalfree from dust obtained by quarrying, wedging, breaking etc. from approved quarry including loading, transportation, unloading at site of work and stacking to measurable standard gauge stacks etc complete all as directed by EIC.(7.50% deduction shall be made for voids from thestack measurements for Payment Purpose) 63 - 45 mm nominal size stone aggregate |
| 10 | Collection and supply of good quality Gravel including loading, transportation, unloading at site of work and stacking to measurable standard gauge stacks etc. Complete as directed by EIC. |
| 11 | Labour charges for Spreading of gravel irrespective of thickness and rolling with 8 to 10 tones capacity power roller etc. complete all as directed by EIC. |
| 12 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 13 | Providing & fixing 1.8 M height fencing using GI barbed wire ( 14 gauge ) in 8 horizontal rows and two diagonals fixed with Bindingwires on each RCC posts in each span including erection of RCC posts at 2.50 M c/c with following provision:( RCC posts are to be supplied by department) Note : (a) Earth work excavation for posts & struts of 0.30 x 0.30 x 0.60 m size.(b) Every Sixth and all corner posts to be supported by RCC post strut either side. |
| 14 | Providing and laying non-pressure NP2 class (light duty). R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 300 mm dia RCC pipe |
| 15 | Providing and laying non-pressure NP2 class (light duty). R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 600 mm dia RCC pipe |
| 16 | Providing and laying non-pressure NP2 class (light duty). R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 900 mm dia RCC pipe |
| 17 | Supplying and filling in plinth with River sand sand under floors, including watering, ramming, consolidating and dressing complete. |
| 18 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - Allwork up to plinth level -1:3:6 (1Cement:4coarsesand:6 gradedstone aggregate 40 mm nominal size). |
| 19 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - Allwork up to plinth level -1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). |
| 20 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - Allwork up to plinth level -1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) |
| 21 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 22 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Brick workin CM 1:6 (1:cement, 6:coarse sand) using best available country bricks for foundation, base ment and plinthincluding racking out joints, pointing, curing etc. complete all as directed by EIC |
| 25 | Brick work in CM 1:6 (1-cement,6-coarse sand)using best available country bricks in superstructureincluding racking out joints,pointing,curing etc.complete all as directed by EIC.above plinth level upto floor five level. |
| 26 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 27 | 12 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand) |
| 28 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 mt. |
| 29 | Centring and shuttering including strutting, propping etc. and removal of formfor :Foundations, footings, bases for columns etc for mass cocrete. |
| 30 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 31 | Providing and laying brick on flat flooring with best available good quality country bricks laid to uniform grade filling the interstices with River sand etc. complete all as directed by Engineer-in-charge |
| 32 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on New work |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :One or more coats on old work |
| 34 | Colour washing such as green, blue or buff to give an even shade New work (two or more coats) with a base coat of white washing with lime |
| 35 | Providing and fixing white vitreous china water closet squatting pan (Indian type) -Orissa pattern W.C.Pan of size 580x440mm |
| 36 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked black solid plastic seat and lid |
| 37 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - White |
| 38 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter. |
| 39 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter. |
| 40 | Providing and fixing 75mm dia PVC Cowl including testing the jounts etc all complete as directed by EIC. |
| 41 | Collection & supply ofbrick bats for filling in soak pits etc.complete all as directed by EIC. |
| 42 | Carriage cost for excavated earth manually for additional 50.00 mts or part thereof beyond the initial lead of 50mts and upto 500 mts as diected by Engineer-in-charge. |
| 43 | Supplying & filling of gravel in plinth including excavation,loading loading at source,transporting,unloadingat sitewith all lead and lifts including watering,consolidation with hand rammer etc. complete all as directed by EIC |
| 44 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 45 | Providing and fixing 1 mm thick MS sheet door with frame of 40X40X6 mm angle iron and 3mm thick MS gusset plate at the junctions and corners,all necessary fittings complete including applying a priming coat of approved steel primer.using flats 30 x 6 mm for diagonal brace and central cross piece. |
| 46 | Steel work in builtup tubular trusses including cutting , hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special sheped washers etc. complete Hot finished welded type tube |
| 47 | Steel work in single section fixed with without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 48 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 49 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mmshall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. 30 mm thick pre laminated PVC door shutters |
| 50 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 51 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete. |
| 52 | Providing and fixing aluminium tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 150x10mm |
| 53 | Providing and fixing alluminium sliding door bolts ISI markedanolized (anodic coating not less than grade AC 10 as per 1868) transparent or dyed to required colour or shade with nuts and screws etc., complete.250x16 mm |
| 54 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete 125mm |
| 55 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :75x47x1.70 mm |
| 56 | Hiring of Diesel Roller - 8 to 10 tonnes with drivr and fuel as directed by EIC |
| 57 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges,fittings & accessories, all complete, for all depths, as per direction.150 mm nominal size dia having minimum wall thickness 5.00 mm |
| 58 | Transportation of materialse.g. tubular trusses, columns, purlins, AC sheets, doors and windows, GI pipes, structure, RCC precast slabs, HDPE tanksand other civil construction materials including loading and unloading at site of work as directed by EIC(By Truck)Transportation up to 20km |
| 59 | Transportation of materialse.g. tubular trusses, columns, purlins, AC sheets, doors and windows, GI pipes, structure, RCC precast slabs, HDPE tanksand other civil construction materials including loading and unloading at site of work as directed by EIC(By Truck)Transportation beyond 20km(Add extra @ Rs. 35.00 per km/Trip |
| 60 | Group-II: Construction of500mm dia bored piles and pile caps and lowering800mm (30\") dia casing pipe at TM-AA D/S |
| 61 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 62 | Extra for additional lift of 1.50m to 3.00mts (In all kind of soil) |
| 63 | Supplying and filling in plinth with River sand sand under floors, including watering, ramming, consolidating and dressing complete. |
| 64 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - Allwork up to plinth level -1:3:6(1Cement:3 coarsesand:6gradedstone aggregate 40 mm nominal size). |
| 65 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - Allwork up to plinth level -1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) |
| 66 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 67 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 68 | Centring and shuttering including strutting, propping etc. and removal of formfor :Foundations, footings, bases for columns etc for mass cocrete. |
| 69 | Brick workin CM 1:6 (1:cement, 6:coarse sand) using best available country bricks for foundation, base ment and plinthincluding racking out joints, pointing, curing etc. complete all as directed by EIC |
| 70 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 71 | Providingand driving casing pipe; a) Transporatation of equipments such as , tripod ,winch vertical pump , guide pipe , casing head . Casing hammer , drill pipes etc.complete with all accessories to site of work including installing and removal of the same and clearing the site after completion of works (b) Making suitable bore by drilling or boring through any for all types of strata from ground level duly supported by drilling fluids or by any other approved method, (c)Providing MS casing pipe fabrication with 10mm thick MS plate. Therate including casing of MS plate socket, threading, welding and transportation of febricated casing pipe at site of work, (d) Aligning and lowering of casing pipe driven with casing hammervertically down upto a maximum depth of25 m below ground level including welding etc.complete all as directed by EIC. Providing/ lowering casing pipe 800 mm dia |
| 72 | Engaging 2 to 5 HP capacity diesel engine pump for pumping of water wherever required including hire, fuel and operational charges of pump etc. complete all as directed by Engineer-in-charge.NOTE:1) Pump operation to be carried out round the clock as and when required.2) In case ofbreak down contractor has to make arrangement for alternative engine for ensuring continuous water supply and for that nothing extra shall be paid.In case non-arrangement penalty will be imposed @ Rs.100.00 per hour. |
| 73 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 mt. |
| 74 | Drilling or Boring all type of strata for the following dia-meters of piles up to any depth below ground level duly supported by drilling fluids or by casing pipe which may be with draw while connecting by any approved method and disposal of cutting to any lead etc. The rate includes hire charges of mechinary mobilization and de mobilization charges, operational chargesas well as assembling and dismantilling charges of equipment complete all as directed by EIC II) 500 mm Dia bore holes for piling by mechnical means |
| 75 | Group-III A: Supplying and placing in position HDPE geomembrane sheet in waste pits of TMAA drill site. |
| 76 | Supplying and placing in position in finished shape and size, multi-layered, cross laminated, U.V. Stabilized HDPE geomembrane sheet, thickness not less than 1500 Micron (1.5mm) and standards conforming to BIS-10889.2024 or ASTM or GRI GM Standards, including loading, transportation, unloading, laying and fusion welding jointing with heat welding machine and power supply for heat welding machine. The item includes removing of vegetation, removing of clods, dressing, leveling of existing waste pits before placing all as directed by E.I.C |
| 77 | Group III B: Civil worksduring Rig Building, Drilling Operation, Post Drilling time,Erection of sheds, Construction of Dining hallandSupplying of potable Water, technical Water through tankerat TM -AAD/S & DSA in West Godavari District (Martair Block) |
| 78 | Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 79 | Engaging 2 to 5 HP capacity diesel engine pump for pumping of water wherever required including hire, fuel and operational charges of pump etc. complete all as directed by Engineer-in-charge.NOTE:1) Pump operation to be carried out round the clock as and when required.2) In case ofbreak down contractor has to make arrangement for alternative engine for ensuring continuous water supply and for that nothing extra shall be paid.In case non-arrangement penalty will be imposed @ Rs.100.00 per hour. |
| 80 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road |
| 81 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 82 | Collection and supply of hard broken granite variety metalfree from dust obtained by quarrying, wedging, breaking etc. from approved quarry including loading, transportation, unloading at site of work and stacking to measurable standard gauge stacks etc complete all as directed by EIC.(7.50% deduction shall be made for voids from thestack measurements for Payment Purpose) 63 - 45 mm nominal size stone aggregate |
| 83 | Collection and supply of good quality Gravel including loading, transportation, unloading at site of work and stacking to measurable standard gauge stacks etc. Complete as directed by EIC. |
| 84 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 85 | Labour charges for Spreading of gravel irrespective of thickness and rolling with 8 to 10 tones capacity power roller etc. complete all as directed by EIC. |
| 86 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges,fittings & accessories, all complete, for all depths, as per direction.150 mm nominal size dia having minimum wall thickness 5.00 mm |
| 87 | Supplying and filling in plinth with River sand sand under floors, including watering, ramming, consolidating and dressing complete. |
| 88 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - Allwork up to plinth level -1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). |
| 89 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - Allwork up to plinth level -1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) |
| 90 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 91 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 92 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 93 | Brick workin CM 1:6 (1:cement, 6:coarse sand) using best available country bricks for foundation, base ment and plinthincluding racking out joints, pointing, curing etc. complete all as directed by EIC |
| 94 | Brick work in CM 1:6 (1-cement,6-coarse sand)using best available country bricks in superstructureincluding racking out joints,pointing,curing etc.complete all as directed by EIC.above plinth level upto floor five level. |
| 95 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 96 | 6 mm cement plaster of mix :1:3 (1 cement: 3 fine sand) |
| 97 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 mt. |
| 98 | Centring and shuttering including strutting, propping etc. and removal of formfor :Foundations, footings, bases for columns etc for mass cocrete. |
| 99 | Centring and shuttering including strutting, propping etc. and removal of formfor :Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 100 | Centring and shuttering including strutting, propping etc. and removal of formfor :Weather shade, Chajjas, corbels etc., including edges |
| 101 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 102 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :One or more coats on old work |
| 103 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on New work |
| 104 | Colour washing such as green, blue or buff to give an even shade OLDwork (two or more coats) with a base coat of white washing with lime |
| 105 | Colour washing such as green, blue or buff to give an even shade New work (two or more coats) with a base coat of white washing with lime |
| 106 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter. |
| 107 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter. |
| 108 | Supplying & filling of gravel in plinth including excavation,loading loading at source,transporting,unloadingat sitewith all lead and lifts including watering,consolidation with hand rammer etc. complete all as directed by EIC |
| 109 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 110 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm) |
| 111 | Providing and fixing 1 mm thick MS sheet door with frame of 40X40X6 mm angle iron and 3mm thick MS gusset plate at the junctions and corners,all necessary fittings complete including applying a priming coat of approved steel primer.using flats 30 x 6 mm for diagonal brace and central cross piece. |
| 112 | Steel work in builtup tubular trusses including cutting , hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special sheped washers etc. complete Hot finished welded type tube |
| 113 | Steel work in single section fixed with without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 114 | Providing and fixing aluminium tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 150x10mm |
| 115 | Providing and fixing alluminium sliding door bolts ISI markedanolized (anodic coating not less than grade AC 10 as per 1868) transparent or dyed to required colour or shade with nuts and screws etc., complete.250x16 mm |
| 116 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete 125mm |
| 117 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :75x47x1.70 mm |
| 118 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm |
| 119 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 2nd class teak wood beading 62X19 mm |
| 120 | Drilling or boring in all types of strata for the following diameters of pipes upto any depth below ground level duly supported by drilling fluids or by casing pipe which may be withdrawn while connecting by any approved method and disposal of cuttings to any lead etc. The rate includes hire charges of machinery, mobilization and demobilization charges, operational charges as well as assembling and dismantling charges of equipment etc. complete all as directed by EIC.300 mm Dia Aguar boring holes |
| 121 | Transportation of materialse.g. tubular trusses, columns, purlins, AC sheets, doors and windows, GI pipes, structure, RCC precast slabs, HDPE tanksand other civil construction materials including loading and unloading at site of work as directed by EIC(By Truck)Transportation up to 20km |
| 122 | Transportation of materialse.g. tubular trusses, columns, purlins, AC sheets, doors and windows, GI pipes, structure, RCC precast slabs, HDPE tanksand other civil construction materials including loading and unloading at site of work as directed by EIC(By Truck)Transportation beyond 20km(Add extra @ Rs. 35.00 per km/Trip |
| 123 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast plugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Kiln seasoned and chemically treated hollock wood |
| 124 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) 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.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 125 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-incharge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). |
| 126 | Providing and fixing flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid separately):12 mm thick |
| 127 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge. |
| 128 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 129 | Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :610x510 mm bowl depth 200 mm.Kitchen sink without drain board |
| 130 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 131 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 132 | Labour charges for erection of tubular trusses up to 5 mtrs lift including errection of columns, trusses, Purlins etc. with all tools, scaffoldings etc. complete all as directed by Engineer-in-charge. |
| 133 | Labour charges for erection of HDPE/sintex tank of capacity 5000 litres up to a lift of5.00 mts i/c scaffolding etc. complete all as directed by EIC. |
| 134 | Labour charges for placing HDPE water storage tank in level as directed including making necessary GI connections etc.complete. |
| 135 | Engaging of welding machine for welding job wherever required including hire, operational and transportation charges etc. complete all as directed by Engineer-in-charge. |
| 136 | Engaging of Gas (welding) cutter machine for weldung / cutting job wherever required including hire, fuel, operational and transportation charges etc. complete all as directed by Engineer-in-charge. |
| 137 | Labour charges for fixing doors, windows and clearstorey windows, shutters (steel or wood) of all sizes including chowkats hold fasts etc. complete all as directed by Engineer-in-charge. (Area 3.00 sqm below). |
| 138 | Labour charges for fixing 6 mm thick asbestos Cement sheets roofing/walling/fixed with galvanized iron \"J\"or\"L\" hooks,boltSand nuts 8 mm dia, G.I.plain, bitumen washers complete all sas directed by EIC( excluding the cost of purlins,rafters and trusses). |
| 139 | Providing and laying brick on flat flooring with best available good quality country bricks laid to uniform grade filling the interstices with River sand etc. complete all as directed by Engineer-in-charge. |
| 140 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :15 mm to 40 mm nominal bore |
| 141 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :Above 40 mm nominal bore |
| 142 | Labour charges for placing pre-cast slabs in position as per the lay out as and when required complete all as directed by EIC. (Size 0.50m x 0.60m) |
| 143 | Providing flexible hose pipe i/c clamps, nipples and other materials etc.complete all as directed by EIC.20mm NB |
| 144 | Providing flexible hose pipe i/c clamps, nipples and other materials etc.complete all as directed by EIC.40mm NB |
| 145 | Providing flexible hose pipe i/c clamps, nipples and other materials etc.complete all as directed by EIC.50mm NB |
| 146 | Labour charges for Dismantling of tubular shed i/c removing posts,trusses,Purlins of all sizes excludingcost of A.C.sheet removal, ridges, doors & windows, stacking properly with in 100 mts lead complete all as directed by EIC. |
| 147 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos Sheet |
| 148 | Labour charges for lowering HDPE/sintex tank of capacity 5000 litres from a height of 5.00 metre and placing on ground within 50metre lead including scaffolding and sundries etc. complete all as directed by EIC. |
| 149 | Labour charges for removing GI connections of HDPE water storage tanks at ground level, taking out tank and placing within 50 m lead as directed. |
| 150 | Dismantling of entrence gate at drill site and DSA etc. complete all as directed by EIC. |
| 151 | Supplying and placing of Gravel filled gunny/polythene bags at site of workasdirectied by EIC. |
| 152 | Labour charges for fixing doors, windows and clearstorey windows, shutters (steel or wood) of all sizes including chowkats hold fasts etc. complete all as directed by Engineer-in-charge. (Area 3.00 sqm below). |
| 153 | Labour charges for dismantling GI barbed wire fencing including RCC post and barbed wire and making rolls of the barbed wire,making good the ground after excavation and stacking all material at site within a lead of 100mtrs complete all as directed by EIC. |
| 154 | Providing and fixingof GI pipes (Medium grade-B-class) complete with GI fittings excluding trenching and refilling etc complete. (External Work)15 mm nominal bore |
| 155 | Providing and fixingof GI pipes (Medium grade-B-class) complete with GI fittings excluding trenching and refilling etc complete. (External Work)25 mm nominal bore |
| 156 | Providing and fixingof GI pipes (Medium grade-B-class) complete with GI fittings excluding trenching and refilling etc complete. (External Work)50 mm nominal bore |
| 157 | Providing and fixing of G.I.union in G.I. pipe including cutting and threading the pipe and making long screws etc complete.(New work)25mm nominal bore |
| 158 | Providing and fixing of G.I.union in G.I. pipe including cutting and threading the pipe and making long screws etc complete.(New work)50mm nominal bore |
| 159 | Providing and fixing G.M.gate valve with CI wheel of approved quality(Screwed end)25mm nominal bore |
| 160 | Providing and fixing G.M.gate valve with CI wheel of approved quality(Screwed end)50 mm nominal bore |
| 161 | Providing and fixing 15 mm nominal bore Brassbib cockof approved quality. |
| 162 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. |
| 163 | Providing and fixing 15mm nominal bore Brass l stop cock of approved quality. 15mm Steel stop cock |
| 164 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:b) White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap. |
| 165 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 166 | providingand fixing CP Brass shower rose with 15 &20mm inlet :150mm |
| 167 | providing and fixing steel soap tray |
| 168 | Praviding and fixing stain less steel towel rod complete . |
| 169 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 170 | Engaging mechanical excavator (200 T Proclain) / JCB of the following capacity including, operation, fuel, oil etc. complete all as directed by Engineer-in-charge. The payment will be made only for the actual hours of working at site. (The rate is excluding transportation charges to & fro for 200 T Proclain) |
| 171 | Transportation, mobilisation and demobilisation charges for deployment of proclain.a) 200 T proclain |
| 172 | Collection & Supplyof quarry rubbishincluding excavation, loading at source, transportationunloading and filling at site of work with alllead and lift with quarry rubbish in layers of 20.0 cm thick each layer including sectioning, watering, consolidation by 8 to 10 tonne capacity power roller etc complete. |
| 173 | Supplying and stacking at site.Stone screening 11.2 mm nominal size |
| 174 | Hiring of Diesel Roller - 8 to 10 tonnes with drivr and fuel as directed by EIC |
| 175 | Labour charges for fixing GI pipes complete with Gifittings Excluding trenching and filling as directed by Engineer in charges ( External work ) 50mm dia nominal ore |
| 176 | Labour charges for fixing GI pipes complete with Gifittings Excluding trenching and filling as directed by Engineer in charges ( External work ) 25 mm dia nominal ore |
| 177 | Labour charges for fixing GI pipes complete with Gifittings Excluding trenching and filling as directed by Engineer in charges ( External work ) 15 mm dia nominal ore |
| 178 | Engaging the 2 to 5 HP electrical motor pump for pumping of water wherever required including hireand operational charges of pump etc. complete all as directed by Engineer-in-charge. NOTE: 1) Pump operation to becarried out round the clock as and when required. 2) In case ofbreak down contractor has to make arrangement for alternative electrical motor pump for ensuring continuous water supply and for this nothing extra shall be paid.In case non-arrangement penalty will be made @ Rs.100.00 per hour. |
| 179 | Suplying of drinking water by tankers ( of capacity not less than 12 cum) to Drill site and DSA with all lead and lift. The rate includes hire, operational and fuel charges of tanker and pump , cost of water , oil , lubricant etc. including loading , transportation and unloading at site of work as directed by EIC.1) The source of drinking water is to be identified by Agency, 2) In case ofbreak down i.e. non supply of water (required quantity ) on any day for more than 8 hrs, an amount of Rs.5000/- per day shall be recovered in addition to taking action as per the agreement, 3) Tanker should be in good condition and free from mechanical defects and should be painted inside properly with anti corrosive paint to create hygienic condition, 4).Agency shall maintain the logbookand the same need to be certified daily from the in-charge of Drill site and DSA, 5) Tanker must have dip rod along with calibration chart.Lead up to 25 kmsto 30.00 kms |
| 180 | Suplying of drilling water by tankers ( of capacity not less than 12 cum) to Drill sitewith all lead and lift. The rate includes hire, operational and fuel charges of tanker and pump , cost of water , oil , lubricant etc. including loading , transportation and unloading at site of work as directed by EIC. 1) The source of drilling water is to be identified by Agency, 2) In case ofbreak down i.e. non supply of water (required quantity ) on any day for more than 8 hrs, an amount of Rs.5000/- per day shall be recovered in addition to taking action as per the agreement, 3) Tanker should be in good condition and free from mechanical defects, 4).Agency shall maintain the logbookand the same need to be certified daily from the in-charge of Drill site, 5) Tanker must have dip rod along with calibration chart,Lead up to 0.00kmsto 5.00 kms |
| 181 | Providing and fixing white vitreous china water closet squatting pan (Indian type) -Orissa pattern W.C.Pan of size 580x440mm |
| 182 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked black solid plastic seat and lid |
| 183 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 184 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mmshall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. 30 mm thick pre laminated PVC door shutters |
| 185 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - White |
| 186 | Group-IV : Repairs to R&Broad (4.50 KM) from KLP-AA D/S to TMAA D/S |
| 187 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
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