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| Sl. No. | Item Description |
| 1 | ROADWORK Dismantling of existing pavement (bituminous course) by mechanical means and disposal of dismantled material upto a lead of 1km, as per direction of engineer in charge. |
| 2 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 6 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 7 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 8 | Providing and applying tack coat with bitumen emulsion conforming to IS:8887, using emulsion pressure distributor at the rate of 0.4 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 9 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 10 | Cement Concrete Pavement M-40 grade for Conventional White topping . (Thickness greater than 100 mm and less than 200 mm). Providing and laying conventional white Topping as per IRC:SP:76-2015 over bituminous surface (Existing bituminous surface prepared if necessary, either by milling or leveling course to be done with BM/DBM/DLC to correct surface profile and to be paid separately) as Cement Concrete Pavement, Construction of unreinfroced, dowel jointed, plain cement concrete pavement M-40 grade concrete (@ 400 kg/Cum cement) over a prepared sub base, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver or fixed form paver, spread compacted and finished in a contineous operation including. Provision of expansion joint, construction joint, separation membrane, admixtures as approved curing compound, finishing to lines and as per relevant clauses of MoRTH&H Specification of section 600. |
| 11 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISMC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning bY providing 250mm long expansion fasteners at both ends. |
| 12 | Flexible Median Marker As Per IRC 79:2019 .Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant. injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound/bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Reflective Area: Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using a pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall withstand 50 kg of Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour. T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 13 | Linear Delineator System (LDS) Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across a wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brickwork with 16 Nos fastener/ screw |
| 14 | Tree Plate Supply & Fixing of Retro reflective Tree Plate having size 15cm x15cm, consisting Type XI Retro reflective Sheeting fixed Over 1.50 mm thick aluminium sheet including labour, Material T&P etc for proper completion of the work. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 15 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bads @ 250 gms per sqm area, thickness of 2.5 mm is excludive of surface applied glass baeds as per IRC: 35 the finished survace to be level, uniform and free from streaks and holes. As per Morth Specification No. 803 |
| 16 | Supply and fixing of retro reflective, information and village signed board size (0.8X0.6) m including all material, labour T&P etc complete |
| 17 | Reflective Raised Pavement Markers (Cat Eyel Road Stud)Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panets shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height sha not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm al road studs sha!! be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shal be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged. get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 18 | 12 m-15 m Span Over Head Structure with 300 dia M S-two vertical post Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design Including cost of reinforcement & shuttering The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply, transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in charge. |
| 19 | Supply and instalation of delinators (road way indicators, hazard markers, object marker) 80-100cm high above ground level painted black and white in 15 cm wide strip fitted with 80 x 100 mm rectangular or 75mm dia circular reflectrorised panel at the top |
| 20 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (For Hazard Marker size 30X90cm) |
| 21 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For padestria crossing |
| 22 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.(90 cm High Octangon(For stop sigen) |
| 23 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For T Junction) |
| 24 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For Rumble Strip on link Road) |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For Hazard marker) |
| 26 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.80cmx60cm Ractangle place indication Board |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(ForSchool & hospital) |
| 28 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Board and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 manufactured sand derived from Recycled Concrete Aggregate (RCA): 6 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA)), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/ concrete pavement at specified spacing |
| 29 | Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass bads @ 500 gms per sqm area, thickness of 5 mm is excludive of surface applied glass baeds as per IRC: 35 the finished survace to be level, uniform and free from streaks and holes. As per Morth Specification No. 803 (REPEATED/TRANSVERS BAR |
| 30 | Solar Power road marker (Solar Studs) The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather-resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM D4280. Its colour may be white, red yellow-green or blue or combination as directed by the Engineer Its water resistance shall meet the requirements of IP 65 in accordance with I$:12063:1987 category 2 for protection against water ingress. The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 mm. It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperrature range of - 40°C to +55°C. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 31 | Supply & fixing of 3M refelecting Tape 50mm wide in different color. Yellow, white, red etc |
| 32 | DRAINWORKS Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 33 | Demolishing cement concrete or bricks or Granolithic floor including base concrete and including stacking of dismantled material as directed by engineer in charge within a distance of 50 m |
| 34 | Demolishing brick work 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. In cement mortar |
| 35 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil |
| 36 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. |
| 37 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 38 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 39 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 40 | Brick work M-150 in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materiall, labour and tools and plants, ect required for proper completion of work |
| 41 | 12 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarse sand). F.M.-1.25 |
| 42 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg/cum |
| 43 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 44 | 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 |
| 45 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 46 | Supply and fixing of precast CC block KC drain. |
| 47 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions M30 Grade concrete |
| 48 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) brick of class designation 7.5 |
| 49 | Supplying & Fixing of FRP RECESS COVER WITH FRAME (65mm ht) 600MM X 600MM B125 |
| 50 | Supplying & Fixing of FRP RECESS COVER WITH FRAME (65mm ht) 750MM X 750MM B125 |
| 51 | Supplying & Fixing of FRP RECESS COVER WITH FRAME (65mm ht) 900MM X 900MM B125 |
| 52 | Providing and fixing PVC pipe conforming to ISmake working pressure 4 Kg/SqCm incuding testing labour T&P and all complete fittings 110 mm diameter |
| 53 | Providing and fixing red sand stone solid stone swale of size 600X450X60mm as per approved drawing, design. Level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 10mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished swale shall be measured for payment). |
| 54 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Storm water, sewer) 600 mm dia |
| 55 | Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class B125 having minimum load capacity 125 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (Storm water) |
| 56 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity)90 x 60 cm |
| 57 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity)60 x 60 cm |
| 58 | UTILITYPIPE&MANHOLES Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 59 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. |
| 60 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 61 | Sand fillling in plinth including watering dressing etc. including all complete. |
| 62 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 63 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg/cum |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 65 | 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 |
| 66 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions M30 Grade concrete |
| 67 | R.C.C. Circular shape 560 mm internal diameter manhole cover and frame |
| 68 | C.I. cover without frame for manholes 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 69 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 70 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 71 | Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables conforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The colour of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation. Outer sheet thickness shall be 1.2mm 0.2mm. The inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm 0.3mm. ISO Requirements- ISO 9001, 14001, 18001, complete as per specifications and directions of Engineer-in-charge. |
| 72 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 73 | Supply & fixing of 40 mm Compression fit coupler for 7 way HDPE pipe |
| 74 | Supply & fixing of 160 mm dia (OD-160 mm & ID-140 mm nominal) |
| 75 | Laying of HDPE pipe in excavted trench for electrical cables |
| 76 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 77 | MEDIAN,PATHWAY,PARKING&MISCELLANEOUSWORKS Demolishing R.C.C. work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in-charge. |
| 78 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 79 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 80 | Demolishing brick work 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. In cement mortar |
| 81 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 82 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. |
| 83 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 84 | Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 85 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 86 | Brick work M-150 in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materiall, labour and tools and plants, ect required for proper completion of work |
| 87 | 12 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarse sand). F.M.-1.25 |
| 88 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 89 | Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone work for wall lining etc. 30 mm thick saw cut stone |
| 90 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). any shape & size |
| 91 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 MM THK PAVER |
| 92 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 93 | Taking out existing KERB STONE from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 94 | Providing and laying tactile tile (for vision impaired persons as per stanDSRds) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 95 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete of M30 grade with minimum cement content of 350 kg /cum (for Median kerb, Curved Kerbs at Property Entry/Exit, Curved Kerbs at side roads) |
| 96 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete of M40 grade with minimum cement content of 390 kg /cum (Property Approach Ramp and Table Top Crossing) |
| 97 | 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 |
| 98 | Supply and fixing of RCC Bollard 900x150mm etc. all complete. |
| 99 | Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.C Block etc. all complete in direction of Engineer in charge. |
| 100 | Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stationsetc.with civil work including all necessary T&P etc all complete in direction of engineer in charge. (Model No. OZUF-DB-BO-LID, Make - Ozone/ Jindal/ J.C.Decaux or equivalent) |
| 101 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 102 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 103 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick flat |
| 104 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 105 | 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 primingcoat of exterior primer applied @ 2.20 kg/10 sqm) |
| 106 | Providing and applying Artist paint on MS sheet by Décor Paint with of approved brand and manufacturer, new work over the MS surface complete. |
| 107 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg/cum |
| 108 | Supply & fixing of 300 MM DAI M30 CC BOLLARD WITH 600 MM HIGH |
| 109 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. |
| 110 | Providing and fixing BRICK CLADDING on façade with adhesive and filing joints with grouting complete |
| 111 | Providing and fixing red sand stone solid bollard of size 150X150X805mm as per approved drawing, design & pattern including necessary excavation 300X300X300mm depth and fixing nitto concrete block at specified location up to complete satisfaction of Engineerincharge (Excavation of hole, fixing in C.C cube should not be paid seperatly). |
| 112 | Providing and fixing red sand stone solid KERB STONE of size 300X150X300mm as per approved drawing, design. Level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 10mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). |
| 113 | Providing & Laying of 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Any shape & size |
| 114 | Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and of approved shape and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of material from available source to work site, including labour charges for fixing the granite and pointing etc., complete any color cobble stone as per EIC |
| 115 | Providing and laying gang saw cut 30 mm thick, rough unpolished & machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. |
| 116 | Engraving letters in hard stone |
| 117 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.SAND STONE |
| 118 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing 70mm thick |
| 119 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 50mm thick |
| 120 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 40mm thick |
| 121 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm |
| 122 | AESTHETIC&SCULPTUREWORK FRP Sculpture height 7-8 feet |
| 123 | MISCELLANEOUS MS sculpture height 8 to 9 ft |
| 124 | Supply of 3.0 mm MS sheet with CNC cutting work Design as per drawing |
| 125 | Suppy & Fixing of 5 ARCHES WITH STONE PILLERS & STONE JAALI OF total height 9-10 FT |
| 126 | Acrylic signage : Making with using 3mm unbreakable Acrylic clear sheet with UV ink layer on top of board sheet then matter, border and logo printed through UV ink board edge framed with alumunium beat Board will be fixed by 1\\"X 1.5\\" panel for boards frame the board play attach with angle iron 25x25x3mm facade frame corolete painting, welding work, Scaffolding, loading, unloading labour and transportation etc. |
| 127 | [LANDSCAPING WORK] Supplying and stacking sludge at site including royalty and carriage upto 1km (sludge measured in stacks will be reduced by 8% for payment). |
| 128 | Carrigae of sludge upto 5 K.M. |
| 129 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S.designation 4.75 mm |
| 130 | Carrigae of manure upto 5 K.M. |
| 131 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. |
| 132 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dumpmanure or/and good earth to be paid separately). |
| 133 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately).Holes 0.9 m dia. and 0.90 m deep. |
| 134 | Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paidfor separately). With grass Turf. |
| 135 | Providing and Displaying Cycus revoluta in 35 cm challi, specimen , having 30 to 40 with fresh and healthy, leaves having 25cm to 30cm circumfrance of base stem well developed as per direction of theofficer-in-charge. |
| 136 | Alternanthera species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size ofEarthen Pot / Plastic Pot. |
| 137 | Providing and stacking of Euphorbia milli hybrid variety, having ht. 30 cm to 45 cm with multi branch, full bloom, fresh and healthy leaves in 30 cm size of Earthen Pot/Plastic Pot & as perdirection of the officer-in-charge. |
| 138 | Providing and stacking of Ipomea (Golden leaves),with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of theofficer-in-charge. |
| 139 | Providing and stacking of Hamelia patens (Dwarf ) of height 30-45 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 140 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-incharge.. |
| 141 | Providing and stacking Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots ofsize 20 cm Earthen Pot/Plastic Pot and as perdirection of the officer-in-charge. |
| 142 | Providing and stacking ixora of height 45 to 60 cm., 6 to 7 suckers in earthen pots ofsize 30 cm Earthen Pot/Plastic Pot and as perdirection of the officer-in-charge. |
| 143 | Providing and stacking of Syngonium (Butterfly) variegated with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of asize 20 cm. as perdirection of the officer-in-charge. |
| 144 | Providing and stacking of Rhoeo spathacea with 5- 6 suckers healthy foliage in Earthen Pot/Plastic Pot of asize 20 cm. as per direction of the officer-in-charge. |
| 145 | Providing and Displaying Vinca different colour 6 to 8 well developed branch in full bloom stacked with green painted Bamboo stick in 25 cm Earthen Pot/Plastic Pot and as per directionof the officer-in-charge. |
| 146 | Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as perdirection of the officer-in-charge. |
| 147 | Wadelia trilobata,full of leaves in 15 cm size ofEarthen Pot / Plastic Pot. |
| 148 | Providing and stacking of Calliandra hybrida of height 75-90 cm. with 4-5 branches in bag of size25 cm as per direction of the officer-in-charge. |
| 149 | Providing and stacking of Plumbego capensis well developed with fresh and healthy 30 to 45cm ht., with bloom in 20 cm Earthen Pot/PlasticPot as per direction of the officer-in-charge. |
| 150 | Providing and stacking of Chinese fan palm of height 75-90 cm. with 4-5 branches in bag of size30 cm as per direction of the officer-in-charge. |
| 151 | Providing and stacking of Schleichera trijuga (Kusum) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 152 | Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165cm. in big poly bags of size 25 cm as per directionof the officer-in-charge. |
| 153 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 154 | Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 155 | Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cmto 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction ofthe officer-in-charge. . |
| 156 | Providing and stacking of Passiflora caerulea (Rakhi bel) of height 30 cmto 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction ofthe officer-in-charge. |
| 157 | Providing and stacking of Nauclea cadamba (Kadam) of height 300-350 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 158 | Providing and stacking of Tabebuia sp. of height 300-350 cm cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 159 | Providing and stacking of Cassia fistula (Amaltash) of height 300-350 cm cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 160 | Providing and stacking of Bottle brush of height 300-350 cm cm. in big polybag of size 25 cm as per direction of the officer-in-charge |
| 161 | Providing and Displaying Radmachera with fresh & healthy 10 to 12 suckers 1.2 m to 1.8m ht well developed in 30 cm Cement Pot as per direction of the officer-in-charge. |
| 162 | STREETLIGHTINGWORK Supply & fixing of plain or pin type copper tin plated cable socket lug to the cable leeds included with tape and making connection etc. 4 sq mm |
| 163 | Supply & fixing of plain or pin type copper tin plated cable socket lug to the cable leeds included with tape and making connection etc. 25 sq mm |
| 164 | S/B of earthing of pole by ms eartung rod of 600mmx600mmx6mm and 6 swg earthing wire etc as required complete in aal respects |
| 165 | Supply and fixing of copper conductor flexible cable as per latest IS standared 2.5mm 3 core copper wire for fittings complete in all respectes.(Approved rate NNY year 2023-24) |
| 166 | Supple & FIxing of 06 mtr Long decorative pole having 3 arm lights. LED light pole square pipe 134 mmX134 mm X 3mm. Pole include three warm white 100 W LED light. Pole shall be made of mild steel pipe with tolerance as per IS1239 Part I. The Pole are prime coated and Painted with Polyurethan Paints pole are suitable for Three arm for Pole light. The Pole has a service window at the bottom comprising Four way 25 amp. Connector terminal and MCH poles can be mounted with four no anchor bolts as per Foundation. |
| 167 | Supply and fixing following capicity of autometic street light cubical cntrol panel with anticorrosive alkali and acid proof paint consisting of time swich TSO 100 series with contactors. HRC fuses solating switch metering instrument & instrument box with CTs etc in case of TPN. Complete in all respect (40 A TNP). |
| 168 | 16 sq. mm 4 core |
| 169 | Supply and burring of Safe Earthing Electrode T-39(Hot-Dip Galvanized), Length up to 3000mm, outer pipe76mm inner Dia 38mm terminal Dia 12 mm ,outer GIpipe of 16 SWG and inner GI pipe of 12 SWG with HotDip Galvanization up to 100 micron filled with crystallineconductive mixture (CCM) having anti corrosive &conductive property with 50 kgs activated soil (BFC)capable of reducing the soil resistivity with good mixtureof retaining capacity along with 30cm square C.I. framewith hinged cover & masonary housing. (From electrodeterminal to switch board, cost of 25 X 3 GI. Strip will beextra)Make: As approved in U.P. P.W.D., & C.P.R.I. Certified |
| 170 | Supply &fixing of LED Wall mounted spot light made of dai cast alluminium fitted with clear glass 20 watt IP65 |
| 171 | Supply and fixing of factory wired integral LEDflood light luminaires with die cast aluminiumhousing built with dirver set suitable for 140 to 150Watt. Confirming to IP 66 protection complete in allrespect. CAT-AAA Please Enable Macros to View BoQ information |
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