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| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of E-I-C. (By Mechanical means). |
| 3 | i) Cement Concrete |
| 4 | ii) Reinforced cement concrete/ R.B. |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry/rubble masonary/tiles, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Technical Specification Clause 202. (By Mechanical means). |
| 6 | Cement Mortar |
| 7 | Dismantling of flexible pavements and disposal of dismantled material up to a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical specification Clause 202. Bituminous / Granular Courses (By Mechanical means) |
| 8 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres by Mechanical means. |
| 9 | Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet (including dismembering). |
| 10 | Taking out existing CC interlocking pavers block 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 m lead as per direction of Engineer- in- charge (Dismantling of any interlocking material) |
| 11 | Dismantling kerb stone / Kerb Stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre |
| 12 | Dismantling of CI water pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into block including stacking of pipes and lead at site within 50m lead as per direction of Engineer- in- charge |
| 13 | upto 150 mm diameter |
| 14 | above 150 mm diameter and upto 300 mm diameter |
| 15 | Above 300 mm diameter |
| 16 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. |
| 17 | Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. |
| 18 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including T&P, Earthwork and Dismantling of Masonry Works. |
| 19 | Up to 600 mm dia |
| 20 | Above 600 mm dia and below 900 mm |
| 21 | Above 900 mm dia |
| 22 | Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works. (upto 1500mm dia) |
| 23 | Removal of telephone / Electric poles / Street light / Lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately |
| 24 | Disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport Including loading, transporting, unloading to approved municipal dumping ground for lead upto 20 km (Baswar C&D Plant) for all lifts, complete as per directions of Engineer-in-charge. Note- Item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 25 | Dewatering using 10HP to 70HP diesel engine pump set including Hire charges, cost of Diesel, Engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. |
| 26 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m |
| 27 | Removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 |
| 28 | Lead upto 1000 M |
| 29 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work. |
| 30 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 31 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (G-1) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Plant Mix Method) |
| 32 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. (Prime Coat over WMM/WBM) |
| 33 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Tack Coat on Bituminous surfaces ) |
| 34 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous 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 with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading 2) |
| 35 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent ( 8 % Waste plastic using) of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required gradie, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects |
| 36 | Deduction |
| 37 | (A) Bricks L.S. |
| 38 | (B) Brick Bots L.S. |
| 39 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification and as per direction of Engineer-in-charge. |
| 40 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 41 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) |
| 42 | For Grading-I Material |
| 43 | Providing and laying 75mm thick M-30 grade batch mix cement concrete and Applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include the following:-The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release 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 flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped 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 sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the hole surface to be stamped is completed within the time while concrete is in plastic stage of setting.After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the equirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) |
| 44 | Providing and laying 80 mm thick factory made cement concrete paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge |
| 45 | Supply and fixing of Tactile indicators made from SS-304 grade stainless steel. Warning Tactile indicator Shall be installed on the walking surface in a raised grid pattern of dots or stud. Minimum 36 studs to be placed in 300X300 mm area. Dimensions - 35mm Outer Dia x25mm Inner Dia, Stem Dia 8mmx12mm, Weight - 28grm. All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property, all complete as per direction of Engineer-in-charge. |
| 46 | Supply & fixing of Tactile indicators made from SS-304 grade stainless steel. Directorial Tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. Min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300X300 mm area. Dimensions-280mm L x 35mm W x 4.5mm, Stem Dia 8mmx12mm, Weight - 250grm All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property., all complete as per direction of Engineer-in-charge. |
| 47 | Providing and laying Tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colors and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm 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 |
| 48 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.1- Light shade pigment using white cement |
| 49 | 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. |
| 50 | 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). |
| 51 | CC Grade M20 using batching plant transit mixer & manual placing |
| 52 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 53 | Brick Masonry Work in Cement Mortar 1:4 (1Cement: 4 Coarse Sand) in Foundation complete with Cement Concrete Bricks procured from C&D Waste Recycling Plant Baswar excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 54 | Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus. |
| 55 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 sand) and as per direction of Engineer in charge. |
| 56 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 57 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method)For Grading-I Material |
| 58 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days and giving broom finish. |
| 59 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved color design and pattern. |
| 60 | 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[1]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). |
| 61 | Reflective 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 Acrylonitrile) or HIPS (High-impact Polystyrene) or Acrylonitrile Butadiene 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 containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methacrylate 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 satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are, displaced , damaged . get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labor, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge, |
| 62 | RPM With Shank |
| 63 | Solar Power Road Marker The solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4280. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +55 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labor, equipment's, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge |
| 64 | M.S. or Iron work of heavy sizes section such as Trusses, built up gates, record racks, roof work, gates etc. Including rivetting or welding where necessary. |
| 65 | Painting of M.S. Grill with enamul paint etc all complete work. |
| 66 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 67 | Providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting type-IV vide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm *6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm* 45cm*60 cm, 60 cm below ground level as per the approved drawing. The retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors 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 be also obtained from Indian condition within 3 years of launching of product by the manufacturing abroad. Alternatively, a certificate conforming to ASTM specification (D4956-09) on Artificial accelerated weathering requirement 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 3 years outdoor weathering of the sheeting as per IRC 67:2012 . Legends, letters, numerals, and borders etc. should be as per MoRT&H specification 801.3.7. Proof of the same in form of government reports shall be uploaded while quoting tender. |
| 68 | 90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) |
| 69 | 60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) |
| 70 | 60 cm circular with diffinitation plate size (20cm x 60 cm) |
| 71 | 80mm x 60mm rectangular with diffinitation plate size (20cm x 60 cm) |
| 72 | 60 mm x 45 mm rectangular with diffinitation plate size (20cm x 60 cm) |
| 73 | 60cm x 60cm square with diffinitation plate size (20cm x 60 cm) |
| 74 | 90cm high octagon |
| 75 | Direction and place Identification signs up to 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorized 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 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. Legends, letters, numerals and borders etc. should be as per MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete. |
| 76 | Direction and place Identification signs with size more than 0.90 sqm size BoardProviding and erecting direction and place identification retro-reflectorized 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 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. Legends, letters, numerals and borders etc. should be as per MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. |
| 77 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC :67 |
| 78 | Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick. Length of Bench should not be less than 6 ft (end to end of castiron support). |
| 79 | Cement concrete with 40mm gauge approved stone ballast, coarse sand and cement in proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. |
| 80 | 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. |
| 81 | 450 mm dia RCC pipes (Basic Rate +Laying , Cartage+ Cont. Proft.) |
| 82 | 600 mm dia RCC pipes (Basic Rate +Laying , Cartage+ Cont. Proft.) |
| 83 | 900 mm dia RCC pipes (Basic Rate +Laying , Cartage+ Cont. Proft.) |
| 84 | Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. 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, and installation as per specification and direction of engineer in charge. |
| 85 | Supply of HDPE pipe of size 110mm for distribution system conformingn to latest/ relevant I.S. 4984/1995 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.110mm dia HDPE pipe PN-6 class PE-100 |
| 86 | Supply of HDPE pipe of size 63mm for distribution system conformingn to latest/ relevant I.S. 4984/1995 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.63mm dia HDPE pipe PN-6 class PE-100 |
| 87 | Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class B125 having minimum load capacity 125 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. |
| 88 | Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class D400 having minimum load capacity 400 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (storm water) |
| 89 | Supply and fixing Gully Grates RED 048 GRH – 300* 750 mm D.I. GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge. |
| 90 | Constructing rcc rectangular type manhole with a floating coat of neat cement, foundation concrete 1:6:12mix (1 cement : 6 coarse sand : 12 graded brick bats 40 mm nominal size), and making necessary channel in cement concrete of M-25 grade finished with a floating coat of neat cement, all complete as per standard design and instruction of E-I-C. |
| 91 | Restoration of water pipeline in case of damage |
| 92 | Supply of following sizes and types of pipe with all jointing material such as socket rubber gasket as per IS 4984/2016 and IS 8329/2000 or their latest amendment including FOR destination and all taxes and insurance etc with loading unloading and stacking all complete. |
| 93 | 150 mm dia DI pipe class (K-7) |
| 94 | 100 mm dia DI pipe class (K-7) |
| 95 | Supply of specials for above D.I. pipes @ 10% of above item no. 1-a. |
| 96 | Carting of following sizes and type of pipes and specials from departmental store to site of work and lowering them in to trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe line and cutting of pipes for making up the length excluding the cost of trenches) |
| 97 | 150 mm dia D.I. pipe class (K-7) |
| 98 | 100 mm dia DI pipe class (K-7) |
| 99 | Supply of following sizes C.I. D/F sluice valve including FOR destination and taxes and insurance etc complete as per relevant IS code |
| 100 | 150 mm dia C.I. D/F sluice valve |
| 101 | 100 mm día C.I. D/F sluice valve |
| 102 | 25 mm dia C.I. single ball type air valve. |
| 103 | 80 mm dia Fire Hydrant (Sluice Valve Type) |
| 104 | Carting of Following size C.I.D/F sluice valve and specials from departmental store to site of work and lowering them into the trenches fixing in positions and jointing them with pipe lines in positions and jointing them with pipe lines and testing etc complete (including supply of jointing materials) |
| 105 | 150 mm dia C.I. D/F sluice valve |
| 106 | 100 mm día C.I. D/F sluice valve |
| 107 | 25 mm dia C.I. single ball type air valve. |
| 108 | 80 mm dia Fire Hydrant (Sluice Valve Type) |
| 109 | Supply of Pre-cast /RCC all materials construct following chambers as per type design with supply of all labours T&P etc complete. |
| 110 | Pre-cast /RCC chamber with cover |
| 111 | Provision for crossing of drain /culvert/road crossing etc complete. |
| 112 | 150 mm dia DI pipe class (K-7) |
| 113 | 100 mm dia DI pipe class (K-7) |
| 114 | Inter connection in existing pipe line 150 mm dia including all labour material T & Petc complete. |
| 115 | Inter connection in existing pipe line 100 mm dia including all labour material T & Petc complete. |
| 116 | Repairing of damaged sewer line connection during working time including all labour, material & T&P etc. |
| 117 | Provision of house connection. |
| 118 | Provision for temporary shifting of utilities like water supply mains (90) mm to 400 mm), repairs of water supply house connections of different sizes damaged during laying of sewer including bailing out of water by manual/mechanical method electric/telephone poles & cables etc. coming across the alignment of sewers and its reinstatement after completion of sewer laying works including supply of materials, labours T& P etc. all complete |
| 119 | Provide and fix close timbering in trenches for the depth below ground level consisting of 40mm thick approved country wood planks for polling boards. 125 mm x 75 mun ladian sal wood Wellers and 100 mm Dis sal bellies for struts at 1.5m percent including removal after laying of sewers.0.0 to 3.0 m B.GL |
| 120 | Supply of RCC pipe NP3 class S/S for following Dia including rubber rings from factory to the site slive. |
| 121 | 250 mm |
| 122 | 300 mm |
| 123 | Cement Concrete Bedding for sewer work with 20 mm gauge stone Pallet, approved Co. Sand & Cement in proportion of 3:1.5:1 for Following depth IOL including supply of all materials, labour and T&P ete required for peoper completion of work. (AOR) |
| 124 | from 0.00 to 1.50 MB.G.L. For 250 mm dia |
| 125 | from 1.50 to 3.00 MB.G.L For 250 mm dia |
| 126 | frans 1.50 to 3.00 MB.GL For 300 mm dia |
| 127 | Cuting, laying and jointing of RCC bume pipes (NP3-class) specials from store to the site of work, lowering the same into trenches in deptha up to following below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1: cement roortar in course sand Intleding excavation of rarth below invest level of pipe cost of all jolating materials, testing eto. complete but exchoding excavation and refilling of trenches from ground level to the invent level of pipes. |
| 128 | 250 mm Dia plpe RCC NP3 from 0.00 to 1.50 MB.GL |
| 129 | 250 mm Dis pipe RCC NP3 from 1.50 to 3.00 MB.G.L |
| 130 | 300 mm Dia pipe RCC NP3 from 1.50 to 3.00 MB.GL |
| 131 | Providing all labour material and TAP for crosting of RCC/brick culvert in aligament of sewer to be shifted including dismantling and repeling of culvert hole for proper completion of work sa per direction of engineer-in-charge. |
| 132 | Preacst/RCC/Constructing brick masoory manhole cuculastapered type following internal Dia and depth (BGL) wise as required 560 mm internal Dia at top with brick work in cement mortar 1:4 (cement: coarse sand) necessary excavation, fomistica concrete 1:48 (coment coarse sand 40 sram stone ballast) and plastering 20mra st outside of manhole and 12 mm thick st inner sids of mashole with floating coat of neat cement benching at the side of channel shall be at least 50 mm above crows of the pipe and the rise with a slope of 1 in 12 towards the sides of the manholes with smooth finished cumit and cover fixed in cement courtste 1:2:4 (cement: course sand: 29 mm size stone grit) including S/F SFRC cover & frame of heavy duty as per IS: 12592 2002 and plastic encapuralste foot stepe required in inner side of manboln (manhole drawings annexure berewith) |
| 133 | 900 mm dia. X 1650 m depths |
| 134 | 1200 mm diaX 2300 min depths |
| 135 | 1500 mm. dia X 5000 mau depths |
| 136 | Temporary/Permanent plugging and blocking of sewer line, branch connections and diversion of flows and recoval of all plugs etc. provide everything else required for diversion f flow by purping and/or bypassing and to maintain the sewerage systern Functioning normal and awarging the low without any surcharging, overflows ste, during the rehabilitation work of the sewer line and lossen, delisi and thoroughly clean and remove delais and objects such as boulders, bricks etc. bacteriological slines, 1000, cucrvstations, prase, carbonated deposits ete frous the sewer line including disposal of silt/malba/debris for disposal is the dumping sites as per the direction of the engineer-in charge, within the municipal limits. |
| 137 | Making House connection from house hold to house connecting chamber for intercepting of waste water from toilet kitchen and bathroom. |
| 138 | House connecting chamber (11.30 grade precast concrete / Brick work with 1:4 cement and C. sand Mortar) of Size 300mmx300mmx450mm. |
| 139 | Construction of interconnection Chamber (precast concrete /Brick Work with 1:4 Cement and Cased Mortar) Size 600mmX600mmX 750mm. |
| 140 | Excavation, supply Laying & Jointing of the 110mm DWC SN-8 pipe and PVC Bend/Door Bend Tee/Socket of Supreme quality Confirming to relevant Latest ISS with Coupler etc. Including P.OR destination and insurance for making house connection. |
| 141 | Excavation, supply Laying & Jointing of the 160mm DWC SN-8 pipe and PVC Coupler of Supreme quality Confirming to relevant Latest ISS with Coupler etc. Including F.O.R destination and insurance for making house connection. |
| 142 | Providing all labour, material and T&P etc. for Interconnection of newly shifted sewer with existing manhole/sumpwell including dismantling and reinstatement of manhole/sumpwell all etc. completo for proper completion of work as per direction of engineer-in-charge. |
| 143 | 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. |
| 144 | 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) |
| 145 | Mixing earth and manure in specified proportion or as directed. |
| 146 | Rough dressing the trenched ground including breaking the clods. |
| 147 | Fine dressing the ground |
| 148 | Spreading of mixed good earth and manure in specified proportions as above and in required thickness. |
| 149 | Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. |
| 150 | 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 |
| 151 | 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. |
| 152 | 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. |
| 153 | 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. |
| 154 | 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. |
| 155 | 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. |
| 156 | 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. |
| 157 | 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. |
| 158 | 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.. |
| 159 | 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.. |
| 160 | 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.. |
| 161 | Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 162 | Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size ofPoly bags & as per direction of the officer-in-charge. |
| 163 | Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. |
| 164 | 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. |
| 165 | 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. |
| 166 | Providing and displaying Foxtail Palm well developed with fresh and healthy foliage of ht. 210 to 240 cm as per direction of E-I-C. |
| 167 | Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. |
| 168 | Supply and fixing of 7 mtr. G.I. Octagonal pole of approved make (top dia 70 mm, Bottom dia 130 mm & Base plate 12 mm thick) having 3 mm. thickness with single arm bracket length of 1 mtr. length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T & P complete in all respect. |
| 169 | Supply and fixing of LED Street light Fitting with mandatory driver set having die cast, aluminium body with toughend glass/ UV stabilized PC Cover and lenses suitable for 75 Watt, to 90 Watt and Confirming to IP 66, and IK07 and above, protection having Company LOGO Engraved, complete in all respect including Labour. |
| 170 | Supply and Laying of 16sqmm 4core Aluminium Conductor PVC insulated armoured served sheathed cables 1100V grade in Existing RCC/ Hume/ Metal pipe as directed by Engineer in Charge complete in all respect including excavation and refilling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc |
| 171 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required. |
| 172 | Supply and fixing 40 A TPN 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 |
| 173 | Supply and fixing of 16 sq. mm 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. |
| 174 | Supply and burrying of 75 mm Dia 1 Mtrs. Long Electrode casted with maintenance free, conductive concrete, non corrosive mixture ( Ultra low Resistive carbon 0.001 ohm/Mtr) in the ratio of 3:1:1 (marconite : cement : water) on M.S. Rod wiih hole (16 mm diameterX3 Mtrs ) will be vertically installed for earthing with 1 Mtr G.I strip (25 mm X 2.5mm) connected with SS nut bolt. The earth electrode will be installed into the 100 mm pit up to 3000 mm depth. noraml soil will be used as backfill material.Make : As approved in U.P.P.W.D & C.P.R.I. Certified. |
| 175 | Supply & Laying of 63 mm Dia (OD-63 mm & ID- 51 mm Nominal) 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 & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. |
| 176 | Supply and Fixing SP of Reflecting Red Colour Strip & Pole Numbering |
| 177 | Supply and fixing for automatic street light cubical control Juction Box painted with anti-corrosive alkali and acid proof pait consisting of 6 Amps MCB (B - Curve) complete in all respect |
| 178 | Making Connection of Each Street Light by S/L 1.5 Sqmm FRLSH Copper wire Complete as per Direction of Engineer In Charge (MR) |
| 179 | 11 Kv cable size 3x185 sq.mm XLPE |
| 180 | STP 11M-IS 410 SP-55 |
| 181 | G.l pipe 4\\" dia |
| 182 | TOP channel 100x50x2240 mm |
| 183 | Service clamp O/S |
| 184 | Clamp for fixing pipe to pole |
| 185 | 11 Kv cable jointing kit size 3x185 sq.mm XLPE O/D |
| 186 | 11 Kv cable jointing kit size 3x185 sq.mm XLPE S/T |
| 187 | Earthing complete. |
| 188 | M.S. Nut & Bolt with washer |
| 189 | Bracing angle 65x65x6x2700 mm with clamp |
| 190 | Stone Pad |
| 191 | Number plates with Clamp |
| 192 | Danger board & clamp with bolts & nuts |
| 193 | Stay complete |
| 194 | G I Barbed Wire |
| 195 | CARTAGE, ERECTION AND DISMENTLING CHRGES @22 % OF MATERIALS COST |
| 196 | carriage , Layrng of 3X185 sq.mm size 11 KV XLPE insulated cable underground in HDPE pipe dia 160 mm. |
| 197 | Painting of STP incuding paints (2 Itr red oxide and Z Lt. Allrn inrm pal,1t for each pole.) |
| 198 | Grouting of ST pole |
| 199 | Grouting of Stay set |
| 200 | LT XLPE insulated cable of size 3.5x400 sqmm. |
| 201 | LT XLPE insulated cable of size 3.5x240 sqmm. |
| 202 | LT XLPE insulated cable of size 3.5x150 sqmm. |
| 203 | LT XLPE insulated cable of size 3.5x70 sqmm. |
| 204 | 9 mtr long stp |
| 205 | Aluminium Crimping Lugs 400sqmm |
| 206 | Aluminium Crimping Lugs 240sqmm |
| 207 | Aluminium Crimping Lugs 150sqmm |
| 208 | Aluminium Crimping Lugs 70sqmm |
| 209 | 6 SWG G.l. wire for earthing along cables. |
| 210 | Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x400 Sqmm. LT Cable |
| 211 | Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x240 Sqmm. LT Cable |
| 212 | Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x150 Sqmm. LT Cable |
| 213 | Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x70 Sqmm. LT Cable |
| 214 | MAIN LT PANEL AT SUB STATTON- 250 KVA (Type A-2) lncomer- 1 No. 630 Amp. TP MDO ACB with Inbuilt MPR Release with I onToff tnai.ating LightMetering on lncomer - 1 Set of Digital Ammeter with ASS- I Set olDigital Volt-meLer wirh VSS- 1 Set of LED type Phase Indicating Light (22.5 mm.J with Control MCBs Outgoing - 5 Set of 250 Amp. TP MCCB with Spreader & Exrended handle- 2 Set of 100 Amp. TP MCCB with Spreader & Extended handle flnstallation ofLT Distribution Boards for LT underground system (Type A,B&CJ) |
| 215 | Outdoor type feeder pillar panel to be made of 2 mm CRCA sheet and covers will be 1.6mm CRCA sheet duly powder coated paint with 300 amps Al. busbar. [Type-B3] Incomer - 100 Amp. TP MCCB - 1 No. Outgoing - 63 Amp. TP MCCB - 4 Nos.lnstallation of LT Distribution Boards for LT qnderground system [Tvpe-A, B & Cl |
| 216 | Lockable distribution boxes of size 450X400mm with bus bar 100 Amp. TPN to feed upto 10 houses (Type C) |
| 217 | XLPE LT Service armoured Cable for single phase,2x6 sq. mm.(PVC armoured Consumer Service Cable) |
| 218 | XLPE LT Service armoured Cable for single phase,2x10 sq. mm.(PVC armoured Consumer Service Cable) |
| 219 | XLPE LT Service armoured Cable for three phase,4x10 sq. mm.(PVC armoured Consumer Service Cable) |
| 220 | XLPE LT Service armoured Cable for three phase,4x1.6 sq. mm.(PVC armoured Consumer Service Cablel |
| 221 | XLPE LT Service armoured Cable for three phase,4x25 sq. mm.(PVC armoured Consumer Service Cable) |
| 222 | PVC PIPE 32 MM DIA |
| 223 | PVC PIPE 50 MM DIA |
| 224 | Electronic KWH Meter 1PX2W with Box. For single phase consumer |
| 225 | Electronic KWH Meter 3PX4W Static meter with Box.For three phase consumer |
| 226 | Earthing MS earthing rod 2540x20 mm |
| 227 | Supply, installation. testing & commissioning of Outdoor type feeder pillar panel to be made of 2 mm CRCA sheet and covers will be 1.6mm CRCA sheet duly powder coated paint with 300 amps Al. busbar. [Type-B2] Incomer - 250 Amp. TP MCCB - 1 No. Outgoing - 63 Amp. TP MCCB - 5 Nos. lnstallation of LT Distribution Boards for LT qnderground system [Tvpe-A, B & C) |
| 228 | G.I, STRiP 25X6 MM |
| 229 | CARTAGE, ERECTION AND DISMENTLING CHRGES @22 % OF MATERIALS COST |
| 230 | carriage , Laying of 3.5Cx400 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 140 mm dia. |
| 231 | carriage, Laying of 3.5Cx150/240 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 120 mm dia. |
| 232 | carriage ,Laying of 3.5CX70 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 75mm dia. |
| 233 | Painting of STP incuding paints [2 ltr red oxide and 2 Ltr Alluminum paint for each pole.l |
| 234 | Grouting of ST pole |
| 235 | STP 11M-IS 410 SP-55 |
| 236 | MS channel 100x50x2240 mm |
| 237 | SERVICE CLAMP FOR ROUND POLE |
| 238 | M.S. BOLT AND NUTS OFF SIZE WITH WASHER |
| 239 | L.T. CABLE 3.5OX4OO SO M |
| 240 | LTXLPE Insulated,Unarmoured Aluminium Singlc Corc Cable,1x240sq. mm.Sizc |
| 241 | LT XLPE Insulatcd,Unarmoured Aluminium Singlc Core Cablc,1x400 sq. mm.Size |
| 242 | EARTHING OF 250 KVA T/F WITH G.I. PIP[ |
| 243 | EARTHING ROD COMPLET. |
| 244 | 1 1 KV D.O. FI]SE SETS |
| 245 | 1 1 KV TPMO |
| 246 | D.D. WIRE 70 qs mm |
| 247 | 250 KVA T/F |
| 248 | L.T. CUBICAL B0X complete |
| 249 | STAY SET COMPLETE, |
| 250 | ALUMINIMUM LUG 70 SQMM |
| 251 | ALUMINIMUM LUG 400 SQMM |
| 252 | PVC TAPE |
| 253 | T/F BUSHING CONNECTOR OF COPPER STRIP |
| 254 | CARTAGE, ERECTION AND DISMENTLING CHRGES @14 % OF MATERIALS COST |
| 255 | Clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. |
| 256 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of E-I-C. (By Mechanical means). |
| 257 | i) Cement Concrete |
| 258 | ii) Reinforced cement concrete/ R.B. |
| 259 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry/rubble masonary/tiles, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Technical Specification Clause 202. (By Mechanical means). |
| 260 | Cement Mortar |
| 261 | Dismantling of flexible pavements and disposal of dismantled material up to a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical specification Clause 202. Bituminous / Granular Courses (By Mechanical means) |
| 262 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres by Mechanical means. |
| 263 | Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet (including dismembering). |
| 264 | Taking out existing CC interlocking pavers block 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 m lead as per direction of Engineer- in- charge (Dismantling of any interlocking material) |
| 265 | Dismantling kerb stone / Kerb Stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre |
| 266 | Dismantling of CI water pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into block including stacking of pipes and lead at site within 50m lead as per direction of Engineer- in- charge |
| 267 | upto 150 mm diameter |
| 268 | above 150 mm diameter and upto 300 mm diameter |
| 269 | Above 300 mm diameter |
| 270 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. |
| 271 | Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. |
| 272 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including T&P, Earthwork and Dismantling of Masonry Works. |
| 273 | Up to 600 mm dia |
| 274 | Above 600 mm dia and below 900 mm |
| 275 | Above 900 mm dia |
| 276 | Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works. (upto 1500mm dia) |
| 277 | Removal of telephone / Electric poles / Street light / Lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately |
| 278 | Disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport Including loading, transporting, unloading to approved municipal dumping ground for lead upto 20 km (Baswar C&D Plant) for all lifts, complete as per directions of Engineer-in-charge. Note- Item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 279 | Dewatering using 10HP to 70HP diesel engine pump set including Hire charges, cost of Diesel, Engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. |
| 280 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m |
| 281 | Removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 |
| 282 | Lead upto 1000 M |
| 283 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work. |
| 284 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 285 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (G-1) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Plant Mix Method) |
| 286 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. (Prime Coat over WMM/WBM) |
| 287 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Tack Coat on Bituminous surfaces ) |
| 288 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous 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 with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading 2) |
| 289 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent ( 8 % Waste plastic using) of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required gradie, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects |
| 290 | Construction of dry lean cement concrete Sub- base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 291 | Construction of thin white topping with plain cement concrete (M40 ) pavement over existing surface with approve grade cement at 400 kg per cum and as per IRC:SP -76, course and fine aggregates confirming to IS 383, maximum size of aggregate not exceeding 25 mm,maximum water cement ratio 0.40 mixed in a batching and mixing plant as per approved design, transported to site, laid with a fixed/ slip form paver, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finished to lines etc. and grades as per drawing. |
| 292 | M.S. (TOR steel or plain) in plain work such as RCC or RB work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. |
| 293 | Laying of 100 micron polythene under the RCC work including supply of all materials, labour, T&P required for proper completion of the work. |
| 294 | Deduction |
| 295 | (A) Bricks L.S. |
| 296 | (B) Brick Bots L.S. |
| 297 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification and as per direction of Engineer-in-charge. |
| 298 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 299 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) |
| 300 | For Grading-I Material |
| 301 | Providing & 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 labor charges for fixing the granite and pointing etc., all complete as per direction of Engineer-in-charge. (black cobblestones) |
| 302 | Providing and laying 75mm thick M-30 grade batch mix cement concrete and Applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include the following:-The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release 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 flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped 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 sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the hole surface to be stamped is completed within the time while concrete is in plastic stage of setting.After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the equirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) |
| 303 | Providing and laying 80 mm thick factory made cement concrete paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge |
| 304 | Supply and fixing of Tactile indicators made from SS-304 grade stainless steel. Warning Tactile indicator Shall be installed on the walking surface in a raised grid pattern of dots or stud. Minimum 36 studs to be placed in 300X300 mm area. Dimensions - 35mm Outer Dia x25mm Inner Dia, Stem Dia 8mmx12mm, Weight - 28grm. All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property, all complete as per direction of Engineer-in-charge. |
| 305 | Supply & fixing of Tactile indicators made from SS-304 grade stainless steel. Directorial Tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. Min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300X300 mm area. Dimensions-280mm L x 35mm W x 4.5mm, Stem Dia 8mmx12mm, Weight - 250grm All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property., all complete as per direction of Engineer-in-charge. |
| 306 | Providing and laying Tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colors and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm 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 |
| 307 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.1- Light shade pigment using white cement |
| 308 | 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. |
| 309 | 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). |
| 310 | CC Grade M20 using batching plant transit mixer & manual placing |
| 311 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 312 | Brick Masonry Work in Cement Mortar 1:4 (1Cement: 4 Coarse Sand) in Foundation complete with Cement Concrete Bricks procured from C&D Waste Recycling Plant Baswar excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 313 | Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus. |
| 314 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 sand) and as per direction of Engineer in charge. |
| 315 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 316 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method)For Grading-I Material |
| 317 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days and giving broom finish. |
| 318 | Providing and laying 75mm thick M-30 grade batch mix cement concrete and Applying stamping finish to the top surface of freshly laid plain/ reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. |
| 319 | 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[1]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). |
| 320 | Reflective 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 Acrylonitrile) or HIPS (High-impact Polystyrene) or Acrylonitrile Butadiene 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 containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methacrylate 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 satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are, displaced , damaged . get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labor, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge, |
| 321 | RPM With Shank |
| 322 | Solar Power Road Marker The solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4280. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +55 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labor, equipment's, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge |
| 323 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days and giving broom finish. |
| 324 | R.CC work (1:1.5:3) with cement course sand &20mm the stone grit including all complete cement concrete with cement sand &20mm gauge stone Grit with the proportion of (1:1.5:3)including all complete the work (S.I.No.284) (Drain work) |
| 325 | M.S. or Iron work plain or Tor for RCC work including cutting, bending, rivetting or welding etc. where necessary. Excluding GST (S.I.No-504) |
| 326 | M.S. or Iron work of heavy sizes section such as Trusses, built up gates, record racks, roof work, gates etc. Including rivetting or welding where necessary. |
| 327 | Painting of M.S. Grill with enamul paint etc all complete work. |
| 328 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 329 | Providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting type-IV vide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm *6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm* 45cm*60 cm, 60 cm below ground level as per the approved drawing. The retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors 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 be also obtained from Indian condition within 3 years of launching of product by the manufacturing abroad. Alternatively, a certificate conforming to ASTM specification (D4956-09) on Artificial accelerated weathering requirement 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 3 years outdoor weathering of the sheeting as per IRC 67:2012 . Legends, letters, numerals, and borders etc. should be as per MoRT&H specification 801.3.7. Proof of the same in form of government reports shall be uploaded while quoting tender. |
| 330 | 90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) |
| 331 | 60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm) |
| 332 | 60 cm circular with diffinitation plate size (20cm x 60 cm) |
| 333 | 80mm x 60mm rectangular with diffinitation plate size (20cm x 60 cm) |
| 334 | 60 mm x 45 mm rectangular with diffinitation plate size (20cm x 60 cm) |
| 335 | 60cm x 60cm square with diffinitation plate size (20cm x 60 cm) |
| 336 | 90cm high octagon |
| 337 | Direction and place Identification signs up to 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorized 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 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. Legends, letters, numerals and borders etc. should be as per MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete. |
| 338 | Direction and place Identification signs with size more than 0.90 sqm size BoardProviding and erecting direction and place identification retro-reflectorized 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 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. Legends, letters, numerals and borders etc. should be as per MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. |
| 339 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC :67 |
| 340 | Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick. Length of Bench should not be less than 6 ft (end to end of castiron support). |
| 341 | Cement concrete with 40mm gauge approved stone ballast, coarse sand and cement in proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. |
| 342 | 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. |
| 343 | 450 mm dia RCC pipes (Basic Rate +Laying , Cartage+ Cont. Proft.) |
| 344 | 600 mm dia RCC pipes (Basic Rate +Laying , Cartage+ Cont. Proft.) |
| 345 | 900 mm dia RCC pipes (Basic Rate +Laying , Cartage+ Cont. Proft.) |
| 346 | R.CC work (1:1.5:3) with cement course sand &20mm the stone grit including all complete cement concrete with cement sand &20mm gauge stone Grit with the proportion of (1:1.5:3)including all complete the work (S.I.No.284) (Drain work) |
| 347 | M.S. or Iron work plain or Tor for RCC work including cutting, bending, rivetting or welding etc. where necessary. Excluding GST (S.I.No-504) |
| 348 | Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. 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, and installation as per specification and direction of engineer in charge. |
| 349 | Supply of HDPE pipe of size 110mm for distribution system conformingn to latest/ relevant I.S. 4984/1995 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.110mm dia HDPE pipe PN-6 class PE-100 |
| 350 | Supply of HDPE pipe of size 63mm for distribution system conformingn to latest/ relevant I.S. 4984/1995 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.63mm dia HDPE pipe PN-6 class PE-100 |
| 351 | Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class B125 having minimum load capacity 125 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. |
| 352 | Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class D400 having minimum load capacity 400 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (storm water) |
| 353 | Supply and fixing Gully Grates RED 048 GRH – 300* 750 mm D.I. GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge. |
| 354 | Constructing rcc rectangular type manhole with a floating coat of neat cement, foundation concrete 1:6:12mix (1 cement : 6 coarse sand : 12 graded brick bats 40 mm nominal size), and making necessary channel in cement concrete of M-25 grade finished with a floating coat of neat cement, all complete as per standard design and instruction of E-I-C. |
| 355 | Restoration of water pipeline in case of damage |
| 356 | Supply of following sizes and types of pipe with all jointing material such as socket rubber gasket as per IS 4984/2016 and IS 8329/2000 or their latest amendment including FOR destination and all taxes and insurance etc with loading unloading and stacking all complete. |
| 357 | 200 mm dia DI pipe class (K-7) |
| 358 | 100 mm dia DI pipe class (K-7) |
| 359 | Supply of specials for above D.I. pipes @ 10% of above item no. 1-a. |
| 360 | Carting of following sizes and type of pipes and specials from departmental store to site of work and lowering them in to trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe line and cutting of pipes for making up the length excluding the cost of trenches) |
| 361 | 200 mm dia D.I. pipe class (K-7) |
| 362 | 100 mm dia DI pipe class (K-7) |
| 363 | Supply of following sizes C.I. D/F sluice valve including FOR destination and taxes and insurance etc complete as per relevant IS code |
| 364 | 200 mm dia C.I. D/F sluice valve |
| 365 | 100 mm día C.I. D/F sluice valve |
| 366 | 25 mm dia C.I. single ball type air valve. |
| 367 | 80 mm dia Fire Hydrant (Sluice Valve Type) |
| 368 | Carting of Following size C.I.D/F sluice valve and specials from departmental store to site of work and lowering them into the trenches fixing in positions and jointing them with pipe lines in positions and jointing them with pipe lines and testing etc complete (including supply of jointing materials) |
| 369 | 200 mm dia C.I. D/F sluice valve |
| 370 | 100 mm día C.I. D/F sluice valve |
| 371 | 25 mm dia C.I. single ball type air valve. |
| 372 | 80 mm dia Fire Hydrant (Sluice Valve Type) |
| 373 | Supply of Pre-cast /RCC all materials construct following chambers as per type design with supply of all labours T&P etc complete. |
| 374 | Pre-cast /RCC chamber with cover |
| 375 | Provision for crossing of drain /culvert/road crossing etc complete. |
| 376 | 200 mm dia DI pipe class (K-7) |
| 377 | 100 mm dia DI pipe class (K-7) |
| 378 | Inter connection in existing pipe line 150 mm dia including all labour material T & Petc complete. |
| 379 | Inter connection in existing pipe line 100 mm dia including all labour material T & Petc complete. |
| 380 | Repairing of damaged sewer line connection during working time including all labour, material & T&P etc. |
| 381 | Provision of house connection. |
| 382 | Provision for temporary shifting of utilities like water supply mains (90) mm to 400 mm), repairs of water supply house connections of different sizes damaged during laying of sewer including bailing out of water by manual/mechanical method electric/telephone poles & cables etc. coming across the alignment of sewers and its reinstatement after completion of sewer laying works including supply of materials, labours T& P etc. all complete |
| 383 | Provide and fix close timbering in trenches for the depth below ground level consisting of 40mm thick approved country wood planks for polling boards. 125 mm x 75 mun ladian sal wood Wellers and 100 mm Dis sal bellies for struts at 1.5m percent including removal after laying of sewers.0.0 to 3.0 m B.GL |
| 384 | Supply of RCC pipe NP3 class S/S for following Dia including rubber rings from factory to the site slive. |
| 385 | 250 mm |
| 386 | 300 mm |
| 387 | Cement Concrete Bedding for sewer work with 20 mm gauge stone Pallet, approved Co. Sand & Cement in proportion of 3:1.5:1 for Following depth IOL including supply of all materials, labour and T&P ete required for peoper completion of work. (AOR) |
| 388 | from 0.00 to 1.50 MB.G.L. For 250 mm dia |
| 389 | from 1.50 to 3.00 MB.G.L For 250 mm dia |
| 390 | frans 1.50 to 3.00 MB.GL For 300 mm dia |
| 391 | Cuting, laying and jointing of RCC bume pipes (NP3-class) specials from store to the site of work, lowering the same into trenches in deptha up to following below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1: cement roortar in course sand Intleding excavation of rarth below invest level of pipe cost of all jolating materials, testing eto. complete but exchoding excavation and refilling of trenches from ground level to the invent level of pipes. |
| 392 | 250 mm Dia plpe RCC NP3 from 0.00 to 1.50 MB.GL |
| 393 | 250 mm Dis pipe RCC NP3 from 1.50 to 3.00 MB.G.L |
| 394 | 300 mm Dia pipe RCC NP3 from 1.50 to 3.00 MB.GL |
| 395 | Providing all labour material and TAP for crosting of RCC/brick culvert in aligament of sewer to be shifted including dismantling and repeling of culvert hole for proper completion of work sa per direction of engineer-in-charge. |
| 396 | Preacst/RCC/Constructing brick masoory manhole cuculastapered type following internal Dia and depth (BGL) wise as required 560 mm internal Dia at top with brick work in cement mortar 1:4 (cement: coarse sand) necessary excavation, fomistica concrete 1:48 (coment coarse sand 40 sram stone ballast) and plastering 20mra st outside of manhole and 12 mm thick st inner sids of mashole with floating coat of neat cement benching at the side of channel shall be at least 50 mm above crows of the pipe and the rise with a slope of 1 in 12 towards the sides of the manholes with smooth finished cumit and cover fixed in cement courtste 1:2:4 (cement: course sand: 29 mm size stone grit) including S/F SFRC cover & frame of heavy duty as per IS: 12592 2002 and plastic encapuralste foot stepe required in inner side of manboln (manhole drawings annexure berewith) |
| 397 | 900 mm dia. X 1650 m depths |
| 398 | 1200 mm diaX 2300 min depths |
| 399 | 1500 mm. dia X 5000 mau depths |
| 400 | Temporary/Permanent plugging and blocking of sewer line, branch connections and diversion of flows and recoval of all plugs etc. provide everything else required for diversion f flow by purping and/or bypassing and to maintain the sewerage systern Functioning normal and awarging the low without any surcharging, overflows ste, during the rehabilitation work of the sewer line and lossen, delisi and thoroughly clean and remove delais and objects such as boulders, bricks etc. bacteriological slines, 1000, cucrvstations, prase, carbonated deposits ete frous the sewer line including disposal of silt/malba/debris for disposal is the dumping sites as per the direction of the engineer-in charge, within the municipal limits. |
| 401 | Making House connection from house hold to house connecting chamber for intercepting of waste water from toilet kitchen and bathroom. |
| 402 | House connecting chamber (11.30 grade precast concrete / Brick work with 1:4 cement and C. sand Mortar) of Size 300mmx300mmx450mm. |
| 403 | Construction of interconnection Chamber (precast concrete /Brick Work with 1:4 Cement and Cased Mortar) Size 600mmX600mmX 750mm. |
| 404 | Excavation, supply Laying & Jointing of the 110mm DWC SN-8 pipe and PVC Bend/Door Bend Tee/Socket of Supreme quality Confirming to relevant Latest ISS with Coupler etc. Including P.OR destination and insurance for making house connection. |
| 405 | Excavation, supply Laying & Jointing of the 160mm DWC SN-8 pipe and PVC Coupler of Supreme quality Confirming to relevant Latest ISS with Coupler etc. Including F.O.R destination and insurance for making house connection. |
| 406 | Providing all labour, material and T&P etc. for Interconnection of newly shifted sewer with existing manhole/sumpwell including dismantling and reinstatement of manhole/sumpwell all etc. completo for proper completion of work as per direction of engineer-in-charge. |
| 407 | 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. |
| 408 | Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment). |
| 409 | 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) |
| 410 | Mixing earth and manure in specified proportion or as directed. |
| 411 | Rough dressing the trenched ground including breaking the clods. |
| 412 | Fine dressing the ground |
| 413 | Spreading of mixed good earth and manure in specified proportions as above and in required thickness. |
| 414 | Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. |
| 415 | 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 |
| 416 | 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. |
| 417 | 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. |
| 418 | 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. |
| 419 | 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. |
| 420 | 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. |
| 421 | 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. |
| 422 | 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. |
| 423 | 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.. |
| 424 | 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.. |
| 425 | 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.. |
| 426 | Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 427 | Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size ofPoly bags & as per direction of the officer-in-charge. |
| 428 | Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. |
| 429 | 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. |
| 430 | 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. |
| 431 | Providing and displaying Foxtail Palm well developed with fresh and healthy foliage of ht. 210 to 240 cm as per direction of E-I-C. |
| 432 | Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. |
| 433 | Supply and fixing of 7 mtr. G.I. Octagonal pole of approved make (top dia 70 mm, Bottom dia 130 mm & Base plate 12 mm thick) having 3 mm. thickness with single arm bracket length of 1 mtr. length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T & P complete in all respect. |
| 434 | Supply and fixing of 9 mtr. G.I. Octagonal pole of approved make (top dia 70 mm, Bottom dia 155 mm & Base plate 16 mm thick) having 3 mm. thickness with single arm bracket length of 1 mtr. length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T & P complete in all respect. |
| 435 | Supply and fixing of LED Street light Fitting with mandatory driver set having die cast, aluminium body with toughend glass/ UV stabilized PC Cover and lenses suitable for 75 Watt, to 90 Watt and Confirming to IP 66, and IK07 and above, protection having Company LOGO Engraved, complete in all respect including Labour. |
| 436 | Supply and Laying of 16sqmm 4core Aluminium Conductor PVC insulated armoured served sheathed cables 1100V grade in Existing RCC/ Hume/ Metal pipe as directed by Engineer in Charge complete in all respect including excavation and refilling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc |
| 437 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required. |
| 438 | Supply and fixing 40 A TPN 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 |
| 439 | Supply and fixing of 16 sq. mm 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. |
| 440 | Supply and burrying of 75 mm Dia 1 Mtrs. Long Electrode casted with maintenance free, conductive concrete, non corrosive mixture ( Ultra low Resistive carbon 0.001 ohm/Mtr) in the ratio of 3:1:1 (marconite : cement : water) on M.S. Rod wiih hole (16 mm diameterX3 Mtrs ) will be vertically installed for earthing with 1 Mtr G.I strip (25 mm X 2.5mm) connected with SS nut bolt. The earth electrode will be installed into the 100 mm pit up to 3000 mm depth. noraml soil will be used as backfill material.Make : As approved in U.P.P.W.D & C.P.R.I. Certified. |
| 441 | Supply & Laying of 63 mm Dia (OD-63 mm & ID- 51 mm Nominal) 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 & refilling the trench but excluding sand cushioning & protective covering etc, complete as required. |
| 442 | Dismantling and installation of existing street light from old pole to new pole |
| 443 | Supply and Fixing SP of Reflecting Red Colour Strip & Pole Numbering |
| 444 | Supply and fixing for automatic street light cubical control Juction Box painted with anti-corrosive alkali and acid proof pait consisting of 6 Amps MCB (B - Curve) complete in all respect |
| 445 | Making Connection of Each Street Light by S/L 1.5 Sqmm FRLSH Copper wire Complete as per Direction of Engineer In Charge (MR) |
| 446 | Cable Al. 3x300 sqmm XLPE 33 KV |
| 447 | STP 11M-IS 410 SP-55 |
| 448 | G.l pipe 6\\" dia |
| 449 | TOP channel 100x50x2240 mm |
| 450 | Service clamp O/S |
| 451 | Clamp for fixing pipe to pole |
| 452 | Bracing angle 65x65x6x4300 mm with clamp |
| 453 | 33 Kv cable jointing kit size 3x300 sq.mm XLPE O/D |
| 454 | 33 Kv cable jointing kit size 3x300 sq.mm XLPE S/T |
| 455 | Earthing of pole by MS earthing rod 20x2500 mm & 6 SWG earthing wire etc. |
| 456 | M.S. Nut & Bolt with washer |
| 457 | Number plates with Clamp |
| 458 | Danger board & clamp with bolts & nuts |
| 459 | Stay complete |
| 460 | Danger board barbed wire including jumpering |
| 461 | CARTAGE, ERECTION AND DISMENTLING CHRGES @22 % OF MATERIALS COST |
| 462 | carriage , Layrng of 3X185 sq.mm size 11 KV XLPE insulated cable underground in HDPE pipe dia 160 mm. |
| 463 | Painting of STP incuding paints (2 Itr red oxide and Z Lt. Allrn inrm pal,1t for each pole.) |
| 464 | Grouting of ST pole |
| 465 | Grouting of Stay set |
| 466 | 11 Kv cable size 3x185 sq.mm XLPE |
| 467 | STP 11M-IS 410 SP-55 |
| 468 | G.l pipe 4\\" dia |
| 469 | TOP channel 100x50x2240 mm |
| 470 | Service clamp O/S |
| 471 | Clamp for fixing pipe to pole |
| 472 | 11 Kv cable jointing kit size 3x185 sq.mm XLPE O/D |
| 473 | 11 Kv cable jointing kit size 3x185 sq.mm XLPE S/T |
| 474 | Earthing complete. |
| 475 | M.S. Nut & Bolt with washer |
| 476 | Bracing angle 65x65x6x2700 mm with clamp |
| 477 | Stone Pad |
| 478 | Number plates with Clamp |
| 479 | Danger board & clamp with bolts & nuts |
| 480 | Stay complete |
| 481 | 11 KV RMU, 630 a 25KV OUTDOOR 3 WAY FULLY AUTOMATED MOTORISED SF6 type |
| 482 | Chemical earthing complete |
| 483 | Plingth for RMU ( 4 feet height) |
| 484 | G I Barbed Wire |
| 485 | CARTAGE, ERECTION AND DISMENTLING CHRGES @22 % OF MATERIALS COST |
| 486 | carriage , Layrng of 3X185 sq.mm size 11 KV XLPE insulated cable underground in HDPE pipe dia 160 mm. |
| 487 | Painting of STP incuding paints (2 Itr red oxide and Z Lt. Allrn inrm pal,1t for each pole.) |
| 488 | Grouting of ST pole |
| 489 | Grouting of Stay set |
| 490 | LT XLPE insulated cable of size 3.5x400 sqmm. |
| 491 | LT XLPE insulated cable of size 3.5x240 sqmm. |
| 492 | LT XLPE insulated cable of size 3.5x150 sqmm. |
| 493 | LT XLPE insulated cable of size 3.5x70 sqmm. |
| 494 | 9 mtr long stp |
| 495 | Aluminium Crimping Lugs 400sqmm |
| 496 | Aluminium Crimping Lugs 240sqmm |
| 497 | Aluminium Crimping Lugs 150sqmm |
| 498 | Aluminium Crimping Lugs 70sqmm |
| 499 | 6 SWG G.l. wire for earthing along cables. |
| 500 | Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x400 Sqmm. LT Cable |
| 501 | Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x240 Sqmm. LT Cable |
| 502 | Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x150 Sqmm. LT Cable |
| 503 | Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x70 Sqmm. LT Cable |
| 504 | MAIN LT PANEL AT SUB STATTON- 250 KVA (Type A-2) lncomer- 1 No. 630 Amp. TP MDO ACB with Inbuilt MPR Release with I onToff tnai.ating LightMetering on lncomer - 1 Set of Digital Ammeter with ASS- I Set olDigital Volt-meLer wirh VSS- 1 Set of LED type Phase Indicating Light (22.5 mm.J with Control MCBs Outgoing - 5 Set of 250 Amp. TP MCCB with Spreader & Exrended handle- 2 Set of 100 Amp. TP MCCB with Spreader & Extended handle flnstallation ofLT Distribution Boards for LT underground system (Type A,B&CJ) |
| 505 | Outdoor type feeder pillar panel to be made of 2 mm CRCA sheet and covers will be 1.6mm CRCA sheet duly powder coated paint with 300 amps Al. busbar. [Type-B3] Incomer - 100 Amp. TP MCCB - 1 No. Outgoing - 63 Amp. TP MCCB - 4 Nos.lnstallation of LT Distribution Boards for LT qnderground system [Tvpe-A, B & Cl |
| 506 | Lockable distribution boxes of size 450X400mm with bus bar 100 Amp. TPN to feed upto 10 houses (Type C) |
| 507 | XLPE LT Service armoured Cable for single phase,2x6 sq. mm.(PVC armoured Consumer Service Cable) |
| 508 | XLPE LT Service armoured Cable for single phase,2x10 sq. mm.(PVC armoured Consumer Service Cable) |
| 509 | XLPE LT Service armoured Cable for three phase,4x10 sq. mm.(PVC armoured Consumer Service Cable) |
| 510 | XLPE LT Service armoured Cable for three phase,4x1.6 sq. mm.(PVC armoured Consumer Service Cablel |
| 511 | XLPE LT Service armoured Cable for three phase,4x25 sq. mm.(PVC armoured Consumer Service Cable) |
| 512 | PVC PIPE 32 MM DIA |
| 513 | PVC PIPE 50 MM DIA |
| 514 | Electronic KWH Meter 1PX2W with Box. For single phase consumer |
| 515 | Electronic KWH Meter 3PX4W Static meter with Box.For three phase consumer |
| 516 | Earthing MS earthing rod 2540x20 mm |
| 517 | G.I, STRiP 25X6 MM |
| 518 | CARTAGE, ERECTION AND DISMENTLING CHRGES @22 % OF MATERIALS COST |
| 519 | carriage , Laying of 3.5Cx400 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 140 mm dia. |
| 520 | carriage, Laying of 3.5Cx150/240 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 120 mm dia. |
| 521 | carriage ,Laying of 3.5CX70 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 75mm dia. |
| 522 | Painting of STP incuding paints [2 ltr red oxide and 2 Ltr Alluminum paint for each pole.l |
| 523 | Grouting of ST pole |
| 524 | STP 11M-IS 410 SP-55 |
| 525 | MS channel 100x50x2240 mm |
| 526 | SERVICE CLAMP FOR ROUND POLE |
| 527 | M.S. BOLT AND NUTS OFF SIZE WITH WASHER |
| 528 | L.T. CABLE 3.5OX4OO SO M |
| 529 | LTXLPE Insulated,Unarmoured Aluminium Singlc Corc Cable,1x240sq. mm.Sizc |
| 530 | LT XLPE Insulatcd,Unarmoured Aluminium Singlc Core Cablc,1x400 sq. mm.Size |
| 531 | EARTHING OF 250 KVA T/F WITH G.I. PIP[ |
| 532 | EARTHING ROD COMPLET. |
| 533 | 1 1 KV D.O. FI]SE SETS |
| 534 | 1 1 KV TPMO |
| 535 | D.D. WIRE 70 qs mm |
| 536 | 250 KVA T/F |
| 537 | L.T. CUBICAL B0X complete |
| 538 | L,T. CABLE 3.50X240 SQ MM |
| 539 | STAY SET COMPLETE, |
| 540 | ALUMINIMUM LUG 70 SQMM |
| 541 | ALUMINIMUM LUG 240 SQMM |
| 542 | ALUMINIMUM LUG 400 SQMM |
| 543 | PVC TAPE |
| 544 | T/F BUSHING CONNECTOR OF COPPER STRIP |
| 545 | CARTAGE, ERECTION AND DISMENTLING CHRGES @14 % OF MATERIALS COST Please Enable Macros to View BoQ information |
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