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| Sl. No. | Item Description |
| 1 | Pathway |
| 2 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 3 | 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 |
| 4 | 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. |
| 5 | Demolishing cement concrete manually/ by mechanical meansincluding 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) |
| 6 | 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. |
| 7 | Taking out existing kerb stones of all types from footpath/ centralverge, including removal of mortar etc., disposal of unserviceablematerial 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. |
| 8 | 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. |
| 9 | 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 |
| 10 | Cleaning of Open Nala underfowl condition including all lead and lift and sefety equipments all necessary T&P all complete in direction of engineer in charge. |
| 11 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Ditance upto 25 km |
| 12 | 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. |
| 13 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. M-25 Grade Concrete |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 19 | 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. |
| 20 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm)over and including priming coat of exterior primer applied@ 2.20kg/10 sqm |
| 21 | 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. |
| 22 | 60mm thick cement concrete paver block of M-35 gradewith approved colour, design & pattern (Square and Rectangular shape) |
| 23 | 80 mm thick C.C. paver block of M-35 grade with approved color design and pattern.(Square and Rectangular shape) |
| 24 | Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. |
| 25 | Providing and laying in positon ready mixed or sitebatched design mix cement concrete for reinforcedcement concrete work; using coarse aggregate and aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement,admixtures in recommended proportons as per IS:9103 to accelerate / retard sieving of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site oflaying, curing, carriage for all leads; but excluding thecost of centering, shufering, fnishing andreinforcement as per directon of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimumspecified cement content in design mix shall be payableseparately. In case the cement content in design mix ismore than 110% of the specified minimum cementcontent, the contractor shall have discreton to eitherre-design the mix or bear the cost of extra cementConcrete of M25 grade with minimum cement contentof 330 kg /cumOne CubicMetreConcrete of M30 grade with minimum cement contentof 350 kg /cumOne CubicMetreConcrete of M35 grade with minimum cement contentof 370 kg /cumOne CubicMetreConcrete of M40 grade with minimum cement contentof 390 kg /cumOne CubicMetreConcrete of M50 Concrete of M30 grade with minimum cement contentof 350 kg /cum |
| 26 | Applying stamping finsh of the top surface of freshlylaid plain / reinforced cement concrete of specifedgrade in portco, side walks, drive ways, pool decks andopen yard as per directon of the Engineer-in-Charge.* The concrete shall be placed and screened to thefnished grade and oated to the uniform surface byusing standard fnishing techniques. approved colorhardener @ 2.7 kg/sqm shall be applied evenly to thesurface of the fresh concrete by the dry shake methodby sprinkling in twoor more shakes foated aer eachshake and trowel only after final coating. The approved released agent @ 0.113 Kg/Sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the fexiblepolyurethene stamp moulds of approved design and inrequired sizes to achieve fnal stamping pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufcient size and weight to leave properstamp marks and the process repeated for the remaining concrete surface till the whole surface to bestamped is completed within the time while the concrete is in plastic stage of setting.After stamping, the curing shall be done as permanufacturers specifcatons. After inital curing theimprinted joints shall be grouted using cement slurrymixed with color hardener as per the requirement. Thesurface shall be sealed by applying acrylic based sealernot less than 0.167 litre/Sqm on fnished surf The constructon joints shall be provided by grovecutting of size 4 mm x 20 mm in panel size 3 m x 3 m orlesser as per the site conditons and flling the samewith 10 mm baker rod and providing & laying (PU)Polyurethane based joint sealer of approved make asper manufacturer’s specifcatons and fnished byapplying polyurethene resin based topprotectve clearcoat of minimum 80 micron applied with rollers onproperly cured and dry clean surface. (The cost ofconcrete for flooring is not included in the item, whichshall be paid for seperately).One SquareMetreSupplying and laying of Uni-Axial Woven PolysterGeogrid conforming to MORTH 3100 and IRC113, as soilreinforcement/basal reinforcement includingaccessories like te-strips, nuts & bolts and loops/lugsfor joining reinforcing elements with the facia pannels,overlaps and other protectve elements for synthetcgeo-grids and all other actvites required for reinforcedsoil walls, slopes etc complete as per designrequirements, manufacturer specifcatons and as perdirecton of engineer-in- charge.Uni Axial Woven polyster geogrid of minimum tensilestrength 40KN/m in the Longitudinal directon and 20KN/m in the Transverse directon.One SquareMetre |
| 27 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’sspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 28 | Providing and laying tactile tile (for vision impaired persons as per standards) 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. |
| 29 | Supplying & Laying of Precast Saucer Drain 100 thick 300 mm wideinluding sand bed etc all complete in direction of engineer in charge |
| 30 | 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). |
| 31 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. |
| 32 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. |
| 33 | Providingand fixing 10x10x10 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 34 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent |
| 35 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 36 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats) |
| 37 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 38 | Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 39 | 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 ISLC 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 fastenersat both ends. The work shall be executed as perdrawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job.The barricading shall not be removed without prior approval of Engineerin-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 41 | Providing & fixing of cement concrete Bollards M-30 Grade R.C.C. 150mm dia including gouting in foundation 750 mm height including all necessary T&P etc all complete in directio of engineer in charge. |
| 42 | BILL OF QUANTITY FOR BITUMEN ROAD |
| 43 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete |
| 44 | Supplying & Laying of Stone Agrregate 45 to 63 mm etc all complete in direction of engineer in charge. |
| 45 | GSB - Granular Sub-base with graded material (Table:-400-1)By Mix in Place Method -Construction of granular sub base by providing close grader on prepared surface, mixing by mix in place method with vibratory rollar to archieve th drsireddensity, complete as per clause- 401. |
| 46 | Wet Mix Macadam (plant Mix Method) Providing, laying, spreading and comacting graded stone aggegate 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 preared surface and compacting with vibratory roller to achieve the desired density. |
| 47 | Dense graded bituminous macadam Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading, premixxed with bituminus binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respects. |
| 48 | Prime Coat over WMM/WBM Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 49 | Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10using bitumen pressure distributor at of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 50 | BC with Waste Plastic additive : Providing and laying Bituminous concrete using crushed stone aggregates of specifiled grading. premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver flnisher equlped with electronic sensor to the requlred grade, evel and alignment and rolling wlth smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 51 | Road Marking with Hor Applled Thermoplastie Compound with Reflectorising Glass Beads on Bituminous Surtace, Providing and laying of hot applied thermoplastic compound 2.5 mm trick including reflectorising glass baads. © 250 gms per som area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be lavel, uniform and tree from streaks and holes. |
| 52 | Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be Suggestive moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-imoad 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 AST D4280. The Reflective panes shall consist of number of lenses contating single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecryiate conforming to ASTM 0788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro \"-reflecting surface shail not be less than 13.00 sq.cm. the marker height shai 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 all road studs shall 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 tha exposed surfaces of the markers shall be immediately removed. The contractor shall submil a two year warranty for salisfaciory 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 contracior who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get wom out or lose their reflectivity compared to stipulaled standards. the contractor would be required lo replace all such markers within 15 days of the intimation from the [Engineer, at his own cost. The rate shall include all malerials, labour, T8P, transportation, instaliation and incidentals all complete as per direction of the Engineer-in-Charge. RPM with Shank |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) |
| 54 | Providing and laying in position ready mixed or site batched design mixcement 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 contentin design mix shall be payable separately. In case the cement contentin design mix is more than 110% of the specified minimum cementcontent, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement.All works upto plinth levelConcrete of M40 grade with minimum cement content of 390 kg/cum |
| 55 | Providingand fixing 10x10x10 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 56 | Providing and laying matt finished vitrified tile ofsize100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. |
| 57 | LANDSCAPE & HORTICULTURE |
| 58 | Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 59 | Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 60 | Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 61 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 62 | Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 63 | Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 64 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 65 | Providing and stacking of Ficus Racemosa (Goolar) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 66 | Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge. |
| 67 | Providing and stacking of Ficus Virens (Paakad) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge. |
| 68 | Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 69 | Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge. |
| 70 | Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. |
| 71 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. |
| 72 | Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 73 | Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size ofPoly bags & as per direction of the officer-in-charge. |
| 74 | Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. |
| 75 | Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. |
| 76 | Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 77 | Making tree guard 53 cm dia and 1.3 m high as per design from empty coal tar drums, supplied free by the department, including providing and fixing 2 nos M.S. sheet rings 50 x 0.5 mm fixed with rivets complete in all respects including painting inside and outside of tree guard with:Two or more coats of synthetic enamel paint of approved quality shade over a priming coat |
| 78 | Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. |
| 79 | Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). |
| 80 | Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) |
| 81 | Mixing earth and manure in specified proportion or as directed. |
| 82 | Rough dressing the trenched ground including breaking the clods. |
| 83 | Fine dressing the ground |
| 84 | Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. |
| 85 | Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. |
| 86 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge |
| 87 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. |
| 88 | 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. |
| 89 | Providing & Laying reinforced cement concrete pipe NP3 for Planter 600mm height and 300 mm depth in ground including excavation, protection work, backfilling, concrete and masonary works all complete in direction of engineer in charge. 1000 mm dia |
| 90 | Fabrication , supply and installation of Stainless steel 304 grade canopy around the existing tree guard with laser cut SS -304 grade fins with satin finish and 10mm thick polycarbonate multiwall sheet on roof from sabic plastic products or equivalent complete in all respect along with it aluminum fittings .SS-304 grade tree grate with laser cut design cutout patterns for water penetration will be fixed at the center and 18mmthick gang saw cut mirror polished granite/wood plastic composite wooden planks will be fixed ontop of the existing masionary in a curve shape seating as per attached drawings/image. |
| 91 | Bill of Quantity For Drainage |
| 92 | Earth work in excavation in foundation in ordinary soil in trenches (loam,clay or sand) including lift upto 1.5m.lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth as directed by Eng.incharge with in a distance of 50 m. |
| 93 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) |
| 94 | 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 settingof 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 95 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 96 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 97 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 98 | Providing & Laying reinforced cement concrete pipe NP3 for culvetrs on the first class bedding of granular material including fixing with cement mortara 1:2 but excluding excavation, protection work, backfillin, concrete and masonary works in head walls and parapets clause1106600 mm dia |
| 99 | 750 mm dia |
| 100 | 1000 mm dia |
| 101 | 1200 mm dia |
| 102 | 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 450 mm dia RCC pipes. |
| 103 | Providing and fixing factory made Thermodrain FRP Grating drain covers, havingsize upto 600x1001x30 mm, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 10 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) |
| 104 | Providing and fixing factory made Thermodrain FRP Grating drain covers, havingsize upto 600x1001xThickness should be load capacity, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 40 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) |
| 105 | Providing and fixing iron manhole cover . Ductile iron as per ISO 1083- S0017, certified to EN 124 BY BSI. Epoxy coated on outer side, load class D 400, lockable/ theft proof with custom made key for locking, GRP Sealing and badging with department name written on the cover, HDPE lining at base etc. all complete as per directions of engineer in charge . (MakeAco Drain/ Zurn/Thermodrain/)300mm X 300mm |
| 106 | 450mm X 450mm |
| 107 | 600mm X 600mm |
| 108 | 1000mm X 1000mm |
| 109 | Bill of Quantity for street Lighting |
| 110 | Supply & Fixingof’ 5 mtr long Antique designed pole with cast aluminium/iron base with galvanizedsteel pipe and decorative top painted with primer then painted with dull finished polyurethane paint fitted with MCB and connectorwith decorative 1.0 mtr height Post of Lantern with body made out ofspun aluminium and fitted with poly carbonate diffuser in 110W with built in surge protector and lumn output>110lmn/watt. Design as per Engineer in charge.Make Twinkle Light/ K lite/ Lusture |
| 111 | Supply & Fixingof’ 9 mtr long Antique designed pole with cast aluminium/iron base with galvanizedsteel pipe and decorative top painted with primer then painted with dull finished polyurethane paint fitted with MCB and connectorwith decorative bracket Double arm for mounting of 2nos drop down lantern with body made out ofspun aluminium and fitted with poly carbonate diffuser in 110W with built in surge protector and lumn output>110lmn/watt. Design as per Architect in charge. Make Twinkle Light/ K lite/ Lusture |
| 112 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.16 sq. mm 4 core |
| 113 | 50 Sq mm 3,1/2 core |
| 114 | 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.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 63 mm dia (OD 63-mm& ID-51mm Nominal) |
| 115 | Boaring (Buggi) for Cabling work below 3.5mt Ground Level Including HDPE pipe |
| 116 | Fixing & Making Connection of Each Street Lightby S/1 1.5sqmm FRLSH Copper wire , Lug, MCB, Base Plate Complete as per Direction of Ell |
| 117 | Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. |
| 118 | Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.40 A TPN |
| 119 | Supply and fixing of decorative16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. Make Twinkle Light/ K lite/ Lusture |
| 120 | Bench |
| 121 | Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.CBlock etc. all complete in direction ofEngineer in charge. |
| 122 | Supplying & fixing of Cast iron bench with back with logo and hand rest (75 Kg) in tradtional style bench fixing in R.C.C. block in size 600x600x600 all complete with painting of any colour & any shade etc all complete in direction of engineer in charge |
| 123 | Dustbins |
| 124 | Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.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) |
| 125 | Bill of Quantity For Multi Duct System |
| 126 | Earth work in excavation in foundation in ordinary soil in trenches (loam,clay or sand) including lift upto 1.5m.lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth as directed by Eng.incharge with in a distance of 50 m. |
| 127 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) Using doncrete HPC @0.90gram per bag of cement IS:9013 Make Donbuilding chemical or equvellent |
| 128 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 129 | Supply & Fixing of 3 layered HDPE electrical conduits featuring a dimensional ratio of 17. The conduits shall have a deflection of no greater than 5% at a normal operating temperature of 90°C under overburden soil pressure, conforming to ASTM F 2160 / NEMA TC 7. The outer layer shall be red with anti-termite properties, the middle layer shall be translucent, and the inner layer shall contain permanent silicone lubricant with ribs. The ducts must be manufactured using 100% virgin HDPE raw material. Supplied in specified lengths. A coupler for every 12 meters and end plugs at every 30 meters will be included. ABS material spacer to be installed at intervals of 1.5 meters. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer\"s products must be CIPET tested to ensure adherence to quality and performance standards, ensuring an expected service life of no less than 50 years, after installation as per specification and directions of engineer in charge.110 mm dia |
| 130 | 160 mm dia |
| 131 | 200 mm dia |
| 132 | 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.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 200 mm dia (OD-200 mm & ID-175 mm nominal) |
| 133 | Supplying & laying of UV Stablized HDPE pipe as per IS4984 PN-4, PE-80 Grade 140 mm dia |
| 134 | 160mm dai |
| 135 | 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 Il complete with fitting and cutting jointing etc. in the existing trench, complete as required 200 mm dia (OD-200 mm & ID-175 mm nominal) |
| 136 | Providing & Fixing of 7 Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or quivalent indian standard External Sheath shall be in Orange Color and shall be free from visual defects like blisters. shrink holes, flakıng, cratches, 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 S 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 including coupler and endcap with frame 1.5mtr C/C as per specifications and directions of Engineer-in-charge. |
| 137 | All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 138 | All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 139 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 140 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 141 | Providing and fixing iron manhole cover . Ductile iron as per ISO 1083- S0017, certified to EN 124 BY BSI. Epoxy coated on outer side, load class D 400, lockable/ theft proof with custom made key for locking, GRP Sealing and badging with department name written on the cover, HDPE lining at base etc. all complete as per directions of engineer in charge . (MakeAco Drain/ Zurn/Thermodrain/)600mm X 600mm |
| 142 | 1000mm X 1000mm |
| 143 | Bill of quantity forConstruction of Electrical Duct size 1.00 X 1.00 Mtr. |
| 144 | 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 |
| 145 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like |
| 146 | Disposal of Malba & other Dismantled material distance up to 25 Km including lead & lift etc all complete in direction of engineer in charge. |
| 147 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 148 | All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 149 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 150 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 151 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 152 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 153 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 154 | 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 (Providing and fixing of three tyre MS brackets Grout in holdfast (make Rawlplug/ Hilti or equvellent) as cable tray as per drawings , specifications & approval of the engineer in charge. ) |
| 155 | Bill of Quantity For Sewer Line |
| 156 | Earth work in excavation in foundation in ordinary soil in trenches (loam,clay or sand) including lift upto 1.5m.lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth as directed by Engineer incharge with in a distance of 50 m. |
| 157 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) Using doncrete HPC @0.90gram per bag of cement IS:9013 Make Donbuilding chemical orequvellent |
| 158 | Supplying and Laying of DWC HDPE pipes Confirming to IS 16098:2013 with latest amendments and coveying to work site including loading and unloading at both destination and rolling, lowering into trenches laying trueto line and jointing of pipes and specials giving hydraulic test as per relevent ISS with all lead and lift including encasing the pipe alround to a depth of not less 15cm with soft gravel or selected earth available from the excavation testing and commissioning the rate is inclusive of required specials and required fittings & materials etc complete (contractor will make his own arrangement for prcuring water for testing ) DWC HDPE Pipe confirming to IS 16098:2013 -300 mm Dia |
| 159 | Supplying and Laying of DWC HDPE pipes Confirming to IS 16098:2013 with latest amendments and coveying to work site including loading and unloading at both destination and rolling, lowering into trenches laying trueto line and jointing of pipes and specials giving hydraulic test as per relevent ISS with all lead and lift including encasing the pipe alround to a depth of not less 15cm with soft gravel or selected earth available from the excavation testing and commissioning the rate is inclusive of required specials and required fittings & materials etc complete (contractor will make his own arrangement for prcuring water for testing ) DWC HDPE Pipe confirming to IS 16098:2013 -200 mm Dia |
| 160 | All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 161 | All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 162 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 163 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 164 | Providing and fixing iron manhole cover . Ductile iron as per ISO 1083- S0017, certified to EN 124 BY BSI. Epoxy coated on outer side, load class D 400, lockable/ theft proof with custom made key for locking, GRP Sealing and badging with department name written on the cover, HDPE lining at base etc. all complete as per directions of engineer in charge . (Make Thermodrain/ Aco Drain/ Zurn)600mm X 600mm |
| 165 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 100 to 250 mm diameter |
| 166 | For pipes 250 to 300 mm diameter |
| 167 | Bill of Quantity For Water Line |
| 168 | Earth work in excavation in foundation in ordinary soil in trenches (loam,clay or sand) including lift upto 1.5m.lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth as directed by Engineer in charge with in a distance of 50 m. |
| 169 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) Using doncrete HPC @0.90gram per bag of cement IS:9013 Make Donbuilding chemical or equvellent |
| 170 | Supply of following sizes pipes for distribution system conformingn to latest relevant I.S. 4984/2016 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R.destination and all taxes and insurance etc, with loading, unloading and Carting up to-site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in - charge. 75 mm Dia HDPE Pipe PN-6: Class PE-100 |
| 171 | Supply of following sizes pipes for distribution system conformingn to latest relevant I.S. 4984/2016 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R.destination and all taxes and insurance etc, with loading, unloading and Carting up to-site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in - charge. 110 mm Dia HDPE Pipe PN-6: Class PE-100 |
| 172 | All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 173 | All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 174 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 175 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 176 | Providing and fixing iron manhole cover . Ductile iron as per ISO 1083- S0017, certified to EN 124 BY BSI. Epoxy coated on outer side, load class D 400, lockable/ theft proof with custom made key for locking, GRP Sealing and badging with department name written on the cover, HDPE lining at base etc. all complete as per directions of engineer in charge . (Make Thermodrain/ Aco Drain/ Zurn)600mm X 600mm |
| 177 | Making connection of Water/ drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes25 to 250 mm diameter |
| 178 | For pipes 100 to 250 mm diameter |
| 179 | For pipes 250 to 300 mm diameter |
| 180 | BILL OF QUANTITY FOR SIGNAGES & OTHER WORK |
| 181 | Delineator supply & Fixing of M S Delineator made of mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface be conceited so that there should not be any exposed surface without powder coating. Alternatively these metal guide poles can be concealed so that height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel guide Poles shall conform to Type X1 sheeting specification as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The retro reflection sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, Impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtaining from international/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in aboard. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall be uploaded which quoting tender. The rate shall include all material, labour, T&P, transportation, installing and incidentals all complete as per direction of the Engineer-in-Charge |
| 182 | Supply & fixing of linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminum foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick word with 16 NOS fastener/screw |
| 183 | Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67 2012 retro reflective sheeting with back frame MS angle of 35*35*5mm. Legends letters, numerals and borders etc should be as per Morth specification No-801.3.7. The sheeting shall have a pressure – sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacture. The ACM (aluminum composite materials) shall be fixed on the back frame MS Angle with riveting Micro prismatic type IV Retro reflective sheeting conforming to ASTM D4958-09 shall be pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage flexibility liner tested for removal adhesion. Impact resistance, specular gloss and fungus resistance.3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from international condition it should also be obtained from Indian condition within 3 years of launching of product by the manufacturer of the sheeting and in case the certificate is obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all material, labour, T&P transportation installation and incidentals all complete as per direction of the engineer-in-charge |
| 184 | Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all incidentals all incidentals all incidentals all complete as per direction of the Engineer-in-Charge |
| 185 | Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge |
| 186 | Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminum skin aluminum composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67-2012 retro reflecting sheeting with back frame MS angle of 35*35*5mm. Legends, letters, numerals and borders etc should be as per Morth specification No-801.37. The sheeting shall have a pressure sensitive adhesive of the aggressive – lack type requiring no heat solvent other preparation for adhesion to a smooth clean surface in a manner recommender by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to AST D4956-09 shall be Pressure fixed. The Retro reflection shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/government laboratory/ institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation the Employer/Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, Transportation installation and incidentals all complete as per direction of the Engineer-in-Charge |
| 187 | Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm * 45 cm * 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender.90 cm equilateral triangle with definition plate size (20cm*60cm) |
| 188 | 60 cm equilateral triangle with definition plate (20cm*60cm) |
| 189 | 60 cm circular with definition plate (20cm*60cm) |
| 190 | 80 mm * 60 mmrectangular with definition plate (20cm*60cm) |
| 191 | 60 mm * 45 mmrectangular with definition plate (20cm*60cm) |
| 192 | 60 cm * 45 mmsquare with definition plate (20cm*60cm) |
| 193 | 90 cm high octagon |
| 194 | 50*60 cm single chevron |
| 195 | 155*60 cm Double chevron |
| 196 | 30*90 cm (left/right) Object Hazard |
| 197 | 45*90 cm Two way Hazard |
| 198 | 30*90 cm + 45*78 cm Guarded/unguarded Railway crossing |
| 199 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color and luminance, shrinkage flexibility, liner removal, adhesion impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tested shall be obtained from International/ government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirement from a reputed laboratory in Indian can be accepted provisionally. In such a situation, the Employer / Client if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerical and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm firmly fixed to the ground by meansof properly designed foundation with M – 15 grade cement |
| 200 | Shifting of33 KV, 11 KV & LT Lines Near 33/11 KV SS Vibhuti Khand (IGP, Suzuki Showroom,Tecno Tower, PNB TI etc.)as per CE (Distribution) Letter No 2175 Gomtinagar Zone Dated 27.09.2024Under CM Grid Work Plan 2024-25 as per Cost Data Book (Deposit Plan). |
| 201 | 33 KV 3x300 sq mm XLPE Cable |
| 202 | 33 KV 3x300 sq mm XLPE St/Th J/Kit |
| 203 | 33 KV 3x300 sq mm XLPE O/D J/Kit |
| 204 | 11 KV 3x185 sq mm XLPE Cable |
| 205 | 11 KV 3x185 sq mm XLPE St/Th J/Kit |
| 206 | 11 KV 3x185 sq mm XLPE O/D J/Kit |
| 207 | 11 KV 3x185 sq mm XLPE I/D J/Kit |
| 208 | Package Type Transformer 800 KVA |
| 209 | A-Type LT Panel |
| 210 | B-Type LT Panel |
| 211 | C-Type LT Panel |
| 212 | LT PVC Cable 3.5x400 sq mm |
| 213 | LT PVC Cable 3.5x240 sq mm |
| 214 | LT PVC Cable 3.5x150 sq mm |
| 215 | 33 KV Cable Exposure Type D/P On 11 Mtr Long STP(Schedule-03) |
| 216 | 33 KV End Type D/P On STP 11 Mtr Long (Schedule-04) |
| 217 | 33 KV 3x300 sq mm Cable Laying Material D/C (SCHEDULE-9 ) |
| 218 | 11 KV 3x185 sq mmCable Laying Material D/C (SCHEDULE-9 ) |
| 219 | 33 KV Cable Hoisting with MS Pipe.(Schedule-13) |
| 220 | LT cable Hoisting on CSS, A,B,C Type Panel (C-type with pipe) |
| 221 | 11 KV End Type Double Pole On STP 11 Mtr Long (Schedule-27) (Galvanised Bottom) |
| 222 | 11 KV Cable Exposer Type D/P On 11 Mtr Long STP(Schedule-29) (Galvanised Bottom) |
| 223 | 11 KV Cable Hoisting with MS Pipe.(Schedule-33) |
| 224 | COST ANALYSIS OF T/F PLINTH for Package Type Transformer 800 KVA (Schedule-44) |
| 225 | Cable Stand (Schedule-49) |
| 226 | Pipe boring Earthing for CSS, A & B Type LT panel (Schedule-53) |
| 227 | Aluminium Lug 400 sq mm |
| 228 | Aluminium Lug 200 sq mm |
| 229 | Aluminium Lug 150 sq mm |
| 230 | GI Strip 50x6 mm |
| 231 | Nut/bolt with washer o/s |
| 232 | Earthing Complete (LT) (C Type Panel) |
| 233 | Cable Tagging on every cable in trench (on interval of 10 Mts) |
| 234 | 11 KV RMU200 KVA 4 Way |
| 235 | 11 KvRMU Plinth |
| 236 | Hoisting on 11 kv RMU |
| 237 | Fencing of 11 RMU with gate & Toe Wall (6 feet height including civil Work) |
| 238 | Erection Charges 10% |
| 239 | Cartage Charges 5% |
| 240 | 33 KV 3x300 sq mm Cable Laying By Drill Method S/C |
| 241 | 33 KV 3x300 sq mm Cable Laying By Drill Method in HDPE Pipe 160 mm S/C (including HDPE Pipe) |
| 242 | 33 KV 3x300 sq mm Cable Laying in constructed Trench S/C including the opening the trench cover with the help of hydra & after laying closing the trench cover properly. |
| 243 | LT Cable Laying in constructed Trench S/C including the opening the trench cover with the help of hydra & after laying closing the trench cover properly. & Provoiding connection to the consumers from A,B,C Panels. |
| 244 | 11 KV 3x185 sq mm Cable Laying By Drill Method S/C |
| 245 | 11 KV 3x185 sq mm Cable Laying By Drill Method in HDPE Pipe S/C (including HDPE Pipe) |
| 246 | 11 KV 3x185 sq mm Cable Laying in constructed Trench S/C including the opening the trench cover with the help of hydra & after laying closing the trench cover properly. |
| 247 | 33 Kv 3x300 sq mm Cable Hoisting on Cable Stand & Switchgear |
| 248 | 33 KV High Pressure Testing |
| 249 | 11 KV High Pressure Testing |
| 250 | Dehoisting of Cable exposure and rehoisting by changing its position.Dismantling Charges of Pole structure with accessory, Transformer, conductor etc and carriage of receive back material from site to store ESC |
| 251 | Supply & Fixing of 3 layered HDPE electrical conduits featuring a dimensional ratio of 17. The conduits shall have a deflection of no greater than 5% at a normal operating temperature of 90°C under overburden soil pressure, conforming to ASTM F 2160 / NEMA TC 7. The outer layer shall be red with anti-termite properties, the middle layer shall be translucent, and the inner layer shall contain permanent silicone lubricant with ribs. The ducts must be manufactured using 100% virgin HDPE raw material. Supplied in specified lengths. A coupler for every 12 meters and end plugs at every 30 meters will be included. ABS material spacer to be installed at intervals of 1.5 meters. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer\"s products must be CIPET tested to ensure adherence to quality and performance standards, ensuring an expected service life of no less than 50 years, after installation as per specification and directions of engineer in charge.110 mm dia |
| 252 | 160 mm dia |
| 253 | 200 mm dia |
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