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| Sl. No. | Item Description |
| 1 | Dismantling WorkDismantling reinforcement cement concrete or reinforcement brickwork including stacking of material as directed by the engineer-in-charge within a distance of 60 mt. (200ft) |
| 2 | 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. |
| 3 | 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. |
| 4 | 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 fasteners at both ends. The work shall be executed as per drawing/ 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 Engineer-in-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). |
| 5 | Flag man for traffic diversion during construction work |
| 6 | Excavationexcavation in foundation in ordinary soil, loam,clay or sand including lift upto 1.5m & lead upto 30m including filling watering and ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches |
| 7 | ScarifyingScarifying the existing bituminous road surface to a depth of 50 mmand disposal of scarified material within all lifts and lead upto 1km (bymechanical means). |
| 8 | Removal of Unservicable Soil,Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transportincluding loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, completeas per directions of Engineer-in-charge. |
| 9 | Base, Asphalting, Surface CoursesProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. (MORT&H-406) (Approved rate) |
| 10 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with 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. |
| 11 | Providing and applying tack coat using hot straight run bitumen ofgrade VG - 10, including heating the bitumen, spraying the bitumen withmechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 12 | Footpath, Kerbs, L-Kerb, Bollards & Dust BinsProviding & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and shape of approved and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of black cobbles granite from available source to work site, including labour charges for fixing the granite and pointing etc., complete |
| 13 | Providing and laying flamed finish Granite stone flooring in requireddesign and patterns, in linear as well as curvilinear portions of the buildingall complete as per the architectural drawings with 18 mm thick stoneslab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and as directed by theEngineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent. |
| 14 | Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.60 mm thick cement concrete paver block of M-35 grade withapproved colour, design & pattern. |
| 15 | Providing and laying of factory made 80 mm thick lnterlockong cement concretetiles (3Ompa) including 25mm thick compacted bed of fine sand compactingand proper embedding/ laying of Interlocking tiles leveling and dressing ofsurface to required level and slope, filling joints with fine sand including thecost of material, labour T&P etc.required for proper completion of work asdirected bv Engineer-in-Charge. |
| 16 | Sand filling in plinth including supply of necessary quantity of sand from adistance not exceeding 8 km. from the site of work & includingwatering,dressing etc. Rate includes cost of all materials, labour and T&P etc.required for proper completion of the work.(including royalty) |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 18 | 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 fasteners at both ends. The work shall be executed as per drawing/ 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 Engineer-in-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). |
| 19 | 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. |
| 20 | Providing and laying in position ready mixed or site batched design mixcement concrete for plain cement concrete work; using coarse aggregateand fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommendedproportions as per IS: 9103 to accelerate / retard setting of concrete, toimprove durability and workability without impairing strength; includingpumping of concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering and finishing as per directionof 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 minimum specified cementcontent, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement. :Concrete of M20 grade with minimum cement content of 270 kg /cum |
| 21 | Providing and laying in position ready mixed or site batched design mixcement concrete for plain cement concrete work; using coarse aggregateand fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommendedproportions as per IS: 9103 to accelerate / retard setting of concrete, toimprove durability and workability without impairing strength; includingpumping of concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering and finishing as per directionof 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 minimum specified cementcontent, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 22 | 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.Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D ormore. |
| 24 | Centering and shuttering including strutting, propping,etc. and removal of form forWall (any thickness) including attached pilasters, buttresses, plinth and string courses, etc) |
| 25 | Supply and installation of 70 L: AUX Waste Bin of material Stainless 304 grade. Style with Contemporary Mounting: Root fixed, Surface/baseplate fixed, wall/post mounted with Features: Ashtray, complete with foundation as per the direction of the Engineer in charge |
| 26 | Mild steel or iron work in purlins and rafter including drilling holes and fixing in position and including supply of all steel , boalt and nuts, wastage, labour and T&P etc. required for proper completion of the work |
| 27 | First class bricks work in 1:5 in cement and coarse sand of mortar in foundation and plinth inculding supply of all materials, labour and T&P . Required for propoer completion of work |
| 28 | 12 mm thick plaster with cement mortar in propotion of 1:4 cement and fine sand of 1.25 F.M |
| 29 | Extra for providing and mixing water proffing material in cement plaster work in proportion recommended by the manufacturers |
| 30 | Extra for plastering exterior walls of height more than 10m from ground level for ecery additional height og 3m or part thereof |
| 31 | Precasting and placing in position 125 mm dia Bollards 600 mm highof required shape including providing M.S. Pipe Sleeve 50 mm dia 300mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with150x150x6 mm M.S. plate welded at bottom and embedded 150 mmin cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derivedfrom natural sources : 6 graded stone aggregate 20 mm nominal sizederived from natural sources), including necessary excavation of size250x250x450 mm deep for the same in bitumen/concrete pavement atspecified spacing. |
| 32 | Supply and fixing of Bollard madeprecast RCC conrcete grade M25 and Dia 150 |
| 33 | 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. |
| 34 | Modern bench consist of cast iron, wooden planks and MS members and anchor bolts to fix on ground |
| 35 | Traffic Signs, Markings and Other Road AppurtenancesReflective Raised Pavement Markers (Cat Eye/ 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 Acryloniitrite 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 D4260. The Reflective panels 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 ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $Q.cm. the marker height shall 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 the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfaclory 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, |
| 36 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 37 | Retro-reflectorised Traffic sign as per IRC-67-2012providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 87-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 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 colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 outdoor weathering and its having passed these lesls shall be obtained from International/ Govemment Laboratory! Institute by the manufacturer of the sheeting and in case the certificate is obtained from Intemational condition, it should also be obtained from Indian condition within 3 years of launching of preduct by the manufacture in abroad, Alternatively, a certificate conforming to ASTM Specification (D 4956-09) 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. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3 7 . Proof of the same in form of govemment report shall be uploaded while quoting tender90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) . |
| 38 | 60 cm equilateral tringle with diffinitation plate size (20cm X 60cm) . |
| 39 | 60 cm Circular with diffinitation plate (20cm X 60cm) |
| 40 | 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm) |
| 41 | 60 mm * 45 mm rectangular with definition plate (20cm*60cm) |
| 42 | 60 cm * 45 mm square with definition plate (20cm*60cm) |
| 43 | 90 cm high octagon |
| 44 | 155*60 cm Double chevron |
| 45 | 30*90 cm (left/right) Object Hazard |
| 46 | Delineator supply & Fixing ofM S Delineator made of mild steel with pure polyesterLKO powder coating with the minimum thickness of powder coating of not less than 40 micron (Marth 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 XI sheeting specification as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility oftbe 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 shali 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 obtainedfrom Indian condition within 3 years of launching of product by the manufacture inaboard. Alternatively a certificate conformii:ig to ASTM Specification (D4956-09) onartificial accelerated weathering requirements from a reputed laboratory in India can beaccepted provisionally. In such a situation, the Employer / Client if so desires could seekfor a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoo~ 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 |
| 47 | Flexible median marker as per IRC 79:2019:FMM should be used for median visibility during dark hours , use of FMM provide safety againt colisio happening with edian during night time, or severe weather, FMM shall be provided with flouroscent yellow colur retro-reflective sheet type XI as per IRC 67.FMM shall be of tough high impact resistant injection moulded thermoplastic body with property to flexibility to provide high durability and U shape structure having rebound/bounce back proerty , the sheet shall be of type XI following IRC 67 and it should be on both the faces whereby providing maximum reflectivity at larger distance with adequate durability . the logo of the manufacturewe shall be embossed on the either side of the body during injection molding process. FMM shall be finxed by a combination of epoxy aderesive and grouting /drilling in the concrete medina or properly constructed solid median height the marker height shall be a minimum of 180 mm width 120mm & body thickness 6.5mm , reflective area should not be less then 90 cm2. proof of the same report shall be uploaded which quoting , the body of FMM shall be vounce back to tis original position after 750 number of hits using pendulum of 1.5 kg conforming 40ASTM D250 adhersicebetween the body and outer casing body of FMM shall withstand 50kh/tensive loads conforming to ASTM D638 method the rate shall include all material, labour, T&P , transportation , installation and incidentas all complete as per direction of the engineer in charge |
| 48 | Providing and erecting direction and place identification retro-reflectorised sign as perH-801 IRC-67 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested (8.5) 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 means of properly designed foundation with M- 15 grade cement |
| 49 | Utility : Laying of cables and manholes 500mm DWC pipe SN-8 ADD specification |
| 50 | Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 63mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Engineer in charge - For depth upto 2m - 50mm to 75mm dia (OD) HDPE pipe |
| 51 | 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 |
| 52 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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; includingpumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 53 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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; butexcluding the cost of centering, shuttering and finishing as per directionof 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 minimum specified cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.M 25 grade concrete |
| 54 | Centering and shuttering including strutting, propping,etc. and removal of form forWall (any thickness) including attached pilasters, buttresses, plinth and string courses, etc) |
| 55 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plint level.Thermo - mechanically treated bards of grade Fe-500D or more |
| 56 | WATER GULLY COVER WITH FRAME 750MM X 750MM B125 |
| 57 | WATER GULLY COVER WITH FRAME 600MM X 450MM D400 |
| 58 | SOLID TOP COVER WITH FRAME 600MM X 600MM B125(For Telecom) |
| 59 | SOLID TOP COVER WITH FRAME .00800MM X 800MM B125(for Sewer) |
| 60 | SOLID TOP MULTI COVER WITH MS EPOXY COATED FRAME 2000MM X 1000MM B125 (for Power Line) (2 covers of 1000 x 1000 wioth single ms epoxy painted frame & removable centre support) |
| 61 | 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 |
| 62 | Providing 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 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. |
| 63 | Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 110mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers - For depth upto 2m - 90mm to 110mm dia (OD) HDPE pipe |
| 64 | Street light extimateSupply of Kesslec 120W LED Street light luminaire (IP66), BIS certified with a flat toughened glass protector (IK08) screen printed for enhanced aesthetics and better light control, body of high pressure die cast aluminium. Suitable for bothhorizontal mounting for 60mm diameter pipe with an adjustable bracket (in steps of 50) from -200 to +150, a spirit level indicator with respect to the horizontal plane. Overall luminous efficiency of 120lm/W at correlated colour temperature (CCT) of 4000K, colour rendering index (CRI) 70 and L70 rated lifetime of 50,000 hours. Electrical Class I, rated voltage 240Vac, Power Factor ≥ 0.95, with BIS certified potted driver having internal surge protection of 4/4 kV and an additional surge protection device (SPD) of 10/10 kV (in both Common & Differential Modes).. BIS approval for Both Driver and theluminaire needs to be submitted for records. The Light fixture body colour needs to be customised as per the Mounting pole colour. CAT REF: KESSLEC ROMA NU 120W NW LED. |
| 65 | Supply of 8Mtr height decorative pole made of mild steel/steel tube complied with IS1161/IS 3601, minimum thickness of 3mm. (chemical and Mechanical test report shall submited)The pole shall have two section, base section having length of 2Mtr with dia of 140mm and top section having length of 6mtr with dia of 76mm . Pole shall be mounted on square base plate of dimensions 250*250*14mm thickness with 4 nos of slots, having distance of 180mmx180mm and size of 25x55mm. The base section of Pole shall have an in-built junction box to accommodate a heavy duty connector for loop‐in and loop‐out of UG cable and provision for MCB with anti‐theft lock arrangement. The Pole Shaft should be fabricated out of Steel tube of grade YST 240. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The complete structure shall be hot dip galvanized through 7 stage process and single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns(Test report shall be submitted) before traeting with primer. After galvanisation structure shall be treated with two coats of high quality primer and thereafter coated with Polyurethane paint to minimum average DFT of 100 microns(Test report shall be submitted). The pole shall be designed as per EN40 for withstand basic wind speed of 169kmph. The complete structure should be hot dip galvanised with Decorative .Sola Single Bracket 1 mtr OH for mounting of 120W LED Lumianire. CAT REF: Kesslec Blenheim Pole - 8 mtr ht - GI - PU Painted with Single GI Bracket of 1 m OH. |
| 66 | Foundation for erection of 8 mtr Decortaive street light pole double side with LED Fitting(For 8 mtr HOT DIPPED GALVANISED Decorative Lamp post with Double bracket) (Foundation Bolt concrete foundation)Cost of Erection of 8 Mtr. Long street lamp posts including fixing of Double BRACKET, Pole cut out- Termination of cables in the pole cut out junction, , clamping of In & Out cables with foundation bolt concrete foundation including cement, jelly, Crushed stone sand ( M-Sand), etc. required for the work with supply of the following materials Foundation Rods size: M.S foundation anchor rod 4 Nos.with thread of size 202 mmdia and 800mmlong(750mm+50mmfromcurvedportionatone end)Hexagonal Nuts and washers – 8 Nos.HDPE Pipe: 50 mm dia x 6mm thick H.D.P.E pipe. -- 3mt (1.5+1.5) Earth work excavation:0.8 mtr x 0.8 mtr x 1.3mtrCrushed stone sand ( M-Sand) filling: 0.8 mtr x 0.8 mtr x 1.5 mtr Base PCC 1:3:6 : 0.8 mtr x 0.8 mtr x 1.5 mtrCentering for PCC: 0.675 mtr x 1 mtr x 4nos. PCC 1:1.5:3 ( M20 ): 0.458 Sq.mtr x 1 mtr |
| 67 | LED Decorative Post top Luminaire, BIS certified with a grey painted top made high pressure die casted aluminium and UV resistant polycarbonate protector (IK08) permanently sealed with the body to achieve separate IP66 optical & IP65 control gear compartments. Suitable for post top mounting on 60 mm OD diameter pipe. All hardware shall be of stainless steel for longer life.The optics of the luminaire shall be designed for efficient indirect symmetric light distribution providing excellent photometry. Design life shall not be less than 50,000 burning hours @ L70. The light engine shall incorporate mid power LEDs in the Luminaires.Overall luminous efficiency of luminaire shall be 85 Lm/W ± 7% at correlated colour temperature (CCT) of 3000K with tolerance as per ANSI standard ), colour rendering index (CRI)>70.Electrical Class I, rated voltage 240Vac, Power Factor ≥ 0.95, with BIS certified potted driver having internal surge protection of 4/4 kV (in both Common & Differential Modes). Shall be supplied pre-cabled (0.3m) for easy installation.Protection features: Short Circuit and Open Circuit Protection for LED. It should survive input voltage stress of 440V for 8 hours.The Luminaire need to be supplied with 3 mtr 3 core x 1.5 Sqmm PVC Sheathed CU cable.CAT REF: Kesslec Graz LED - WW- IP66- SYM - Indirect lighting |
| 68 | Supply of 4 Mtr height decorative pole made of mild steel/steel tube complied with IS1161/IS 3601, minimum thickness of 3mm. (chemical and Mechanical test report shall submited)The pole shall have two section, base section having length of 1Mtr with dia of 140mm and top section having length of 3 mtr with dia of 76mm . Pole shall be mounted on square base plate of dimensions 200*200*12mm thickness with 4 nos of slots, having distance of 141mmx141mm and size of 20x35mm. The base section of Pole shall have an in-built junction box to accommodate a heavy duty connector for loop‐in and loop‐out of UG cable and provision for MCB with anti‐theft lock arrangement. The Pole Shaft should be fabricated out of Steel tube of grade YST 240. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The complete structure shall be hot dip galvanized through 7 stage process and single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns(Test report shall be submitted) before traeting with primer. After galvanisation structure shall be treated with two coats of high quality primer and thereafter coated with Polyurethane paint to minimum average DFT of 100 microns(Test report shall be submitted). The pole shall be designed as per EN40 for withstand basic wind speed of 169kmph. The complete structure should be hot dip galvanised Kesslec Ecopole 4 mtr GI PU Painted with Base plate |
| 69 | Foundation for erection of 4 mtr Decortaive Post top Lantern pole with LED Fitting(For 4 mtr HOT DIPPED GALVANISED Lamp post with Diffrential bracket) (Foundation Bolt concrete foundation)Cost of Erection of 4 Mtr. Long street lamp posts including fixing of Double Differential height BRACKET, Pole cut out- Termination of cables in the pole cut out junction, , clamping of In & Out cables with foundation bolt concrete foundation including cement, jelly, Crushed stone sand ( M-Sand), etc. required for the work with supply of the following materials Foundation Rods size: M.S foundation anchor rod 4 Nos.with thread of size 16mmdia and 750mmlong(600mm+50mmfromcurvedportionatone end)Hexagonal Nuts and washers – 8 Nos.HDPE Pipe: 50 mm dia x 6mm thick H.D.P.E pipe. -- 3mt (1.5+1.5) Earth work excavation:0.8 mtr x 0.8 mtr x 1.3mtrCrushed stone sand ( M-Sand) filling: 0.6 mtr x 0.6 mtr x 1.2 mtr Base PCC 1:3:6 : 0.8 mtr x 0.8 mtr x 1.2 mtrCentering for PCC: 0.675 mtr x 1 mtr x 4nos. PCC 1:1.5:3 ( M16 ): 0.458 Sq.mtr x 1 mtr |
| 70 | Srrpplying & Drawing of the fbllorving size ofPVC insulated Copper Wire, SiC in the existingSurface/ recessed PVC/ M.S. conduit 3 x 1.5 Sqmm |
| 71 | Supplying fixing connection testing of 8-SWGwire along the wall, columns etc, with necessaryclamping as required With GI Wire |
| 72 | Making connection of each light fitting by 1.5 Sqmm 3 core flexible coppper cable from pole connection box to light fitting etc all complete as per direction of Engineer-in-charge ( analyzed) |
| 73 | 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 Sqmm x 4 Core |
| 74 | 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. 25 Sqmm X 3.5 core |
| 75 | Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 16sqmm |
| 76 | Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 25 sqmm |
| 77 | Supply, laying, joining,testing and commissioning of ISI marked HDPE piper ( PE80) 63 mm dia as per IS 4984 including trasnportation up to the site jointing by butt welding providing and fixing all fittings i.e bends,tees,couples junction,tapers,reducers,adoptors end caps,flange with nut & bolts for fixing of apputenances complete in all respect as per direction of Engineer-in-charge |
| 78 | Supplying fitting and fixing earthing with Gl pipeof 200cm length 40mm dia. Including allaccessories & providing masonry enclosure wothcover plate having locking arangment etc withcharcoal salt complete as required |
| 79 | Supply & Installation of Himast 16 mtr HDGI of Two Section Bottom 410 & Top 150 with overlap of 600mm. The palte should be of 4 mm Thickness for the 1st segment and 3 mm thickness for the second segment. The Mast should have a door opening of 1200 mm with 300 mm wdith. OD of base plate should be of 570 mm with thickenss of 25 mm thickness . The lantern carriage should be suitable to mount 8 Nos of LED luminaires of 300 W with rope and motor arrangment for the lantern carriage . The cost should include the foundation bolts -8 Nos RCC foundatioon suitable for the Himast..The mast shoul;de be provided with Toggle switch and control panel for up down rotor switch. |
| 80 | Supply of Kesslec 300W LED Flood light luminaire, BIS certified with a flat toughened glass protector (IK08), body of high pressure die cast aluminium, separate optical & control gear compartments (IP66).Several optical options for symmetric light distribution with 15°, 25°, 60° or 90° beam angles.Bracket suitable for a wall, ground or high mast mounting and pre-cabled as required. Overall luminous efficiency of 120lm/W at correlated colour temperature (CCT) of 4000K, colour rendering index (CRI) >70 and L70 rated lifetime of 50,000 hours.Electrical Class I, rated voltage 240Vac, Power Factor ≥ 0.95, with BIS certified potted driver having internal surge protection of 4/4 kV upto 80W and an additional surge protection device (SPD) of 10/10 kV from 150W and above (in both Common & Differential Modes). CAT REF: KESSLEC SPARTA 300W NW LED. |
| 81 | Fabrication supplying and installation of outdoor type cubical feeder pillar of suitable size not less than 30 cm and upto 45 cm deep made out of M.S. Sheet 2mm thick (14SWG) duly compartmentalized having 4 strip busbar of 200 amp capacity double door with locking arrangements for protection from rain dust duly fixed on M.S. angle iron frame work of size 50 mm x 50 mm x 6 mm (NS) 110 cm long legs out of which 50cm duly grouted in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone agreegate 20mm) having following accessories mounded inside the cubical panel including connection inter connection/soild with aluminum timbles earthing with two nos. earth studs duly painted with one coat of red oxide and two coats of superior quality enamel paint completed etc. as required having also compartment for energy meter. Supplying and fixing of following accesssories in the existing cubical panel board/feeder pillar including connection testing etc. as required having also compartment for energy meterSupplying and fixiing of folowing accessories in the existing cubical pnal board/feeder pillar including connection testing etc. as required incomer 125 Amp .35KA MCCB with thermal release 1 No. OutgoingA) 63Amp - DPMCB - 6 Nos. B) 63Amp - ELCB - 1 Nos. C) C.T. Opetrating .D) Tongal SwitchE) Voltmeter 0-5000 volts 96 Sqm flush type with selector switchF) Ampere 0-100/5 sqmm Flush type with selector Switch & 100/5 Amp ratio cts G) Indication Lamp (ryb) with control 3 pole (ML-6) 95 AmpH) Power contactor 3pole (ML-6) 95 AMPI) Auto timer Rex modular D41 model MDS make JJ) Danger notice plate. |
| 82 | Spike lights 9w LED , water proof , make : Tupiza |
| 83 | Landscaping Supplying and stacking of good earth at site including royalty and carriageupto 5 km complete (earth measured in stacks will be reduced by 20% forpayment). |
| 84 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment). |
| 85 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm |
| 86 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 87 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 88 | Fine dressing of the ground. |
| 89 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 90 | Digging holes in ordinary soil and refilling the same with the excavatedearth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts ofstacked 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 90 cm dia, and 90 cm deep |
| 91 | Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 92 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branchesand thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 93 | Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thickstem in big size HDPE bags as per direction of the officer-in-charge. |
| 94 | Providing and stacking of Washingtonia filifea palm stem ht. 120-135 cm with 8-10 healthyleaves lush green leaves well developed in big size HDPE Bags as per direction of the officerin-charge. |
| 95 | Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35-40 cm well developedin big size HDPE bags as per direction of the officer-in-charge. |
| 96 | Providing and stacking of Ficus bengalensis krishna of height 75-90 cm., multibranched inearthen pots of size 30 cm as per direction of the officer-in-charge |
| 97 | Providing and displaying of Aglaonema Butterfly plant having ht.30 cm 10 to 12 fresh, healthyand attractive colorful leaves, well developed in 25 cm size Earthen pot/Plastic pot & as perdirection of the officer-in-charge. |
| 98 | Providing and Displaying of Aglaonema Sam ht.30 cm well developed three in one, having 18 to 20 fresh, healthy and attractive colorful plant leaves in 35 cm size Earthen pot/Chali/Tray & as per direction of the officer-in-charge. |
| 99 | Providing and displaying of Araucaria cookie plant, having ht. 1.80 m to 1.95 m, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 100 | Providing and displaying of Specimen Croton Petra Bangalore variety plant, having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh & healthy foliage approximately 60-65 leaves in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 101 | Providing and displaying of Areca Palm plant, having ht. 2.40 m to 2.70 m with 12 to 14 suckers,well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cementpots & as per direction of the officer-in-charge. |
| 102 | Providing and Displaying Petunia hybrid well developed with fresh & healthy foliage in fullbloom 6-8 plants in 35 cm Earthen Tray/Nand as per direction of the officer-in-charge. |
| 103 | Providing and Displaying Poinsettia dwarf multi head, having 25 to 30 cm ht., with 5 to 7branches with fully different coloured top with fresh & healthy foliage well developed in 20cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 104 | Providing and Displaying plants 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 direction of the officer-in-charge. |
| 105 | Providing and Displaying of Euphorbia milli hybrid variety plant, having ht.30 cm to 45 cm with multi branch, full bloom, fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. |
| 106 | Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of size 25 cm as per direction of the officer-in-charge. |
| 107 | Providing and stacking of Nerium oleander (kaner) dwarf of height 30-40 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge. |
| 108 | Providing and Displaying of Syngonium variegated plant,of height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. |
| 109 | Providing and stacking of Clerodendrum inerme of ht. 20 cm to 30 cm multi branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 110 | 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-in-charge.. |
| 111 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) Trees plant |
| 112 | Shrubs Plant |
| 113 | Hedge Plant |
| 114 | Cutting of designer hedge / edge removing of cut materials, cleaning, hoeing of hedge / edge bed watering manuring and applying insecticides and fungicides etc. |
| 115 | Topiary cutting / shaping of trees removing of cut materials, cleaning hoeing of trees upto 4' ( feet) height.Height of Topairy upto 120 cm. |
| 116 | Topiary cutting / shaping of trees removing of cut materials, cleaning hoeing of trees upto 4' ( feet) height.Height of Topairy above 120 cm. |
| 117 | Removal and transportation of cuttings, waste of plants, leaves Removel of malba,hort. Waste ,rubbish etc, including all leads and lifts |
| 118 | Providing and wartering of irrigation water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, wartering at site with all leads and lifts as per direction of officer-in-charge. |
| 119 | ESTIMATE FOR Overhead to Underground 33 KV LINE Replacement Under CM Grid Scheme (Annex-01) |
| 120 | ESTIMATE FOR Overhead to Underground 11 KV LINE Replacement Under CM Grid Scheme (Annex-02) |
| 121 | ESTIMATE FOR Overhead to Underground LT LINE Replacement Under CM Grid Scheme (Annex-03) |
| 122 | LABOUR CHARGES @15% ON MATERIAL WITHOUT CABLE AND HDPE PIPE |
| 123 | Dismantling and back carriage site to ESC CB Ganj Bareilly |
| 124 | Maintance worksFirst year 0%Second year 10% |
| 125 | third year 20% |
| 126 | forth year 30% |
| 127 | fifth year 40% Please Enable Macros to View BoQ information |
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