2355570 | 69694 | None | 1.01 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and lead and stacking the serviceable and unserviceable material separately | No | 373.0 | 373.0 | 259.0 | False | None | None | False | None | False | 96607.0 | 0 |
2355571 | 69694 | None | 1.02 | Removing , covering slab of Drain and staking | Sqm | 118.0 | 118.0 | 19548.0 | False | None | None | False | None | False | 2306664.0 | 0 |
2355572 | 69694 | None | 1.03 | Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and lead | m | 25.0 | 25.0 | 16290.0 | False | None | None | False | None | False | 407250.0 | 0 |
2355573 | 69694 | None | 1.04 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. A- Bituminous Course | Cum | 355.0 | 355.0 | 30.939 | False | None | None | False | None | False | 10983.345 | 0 |
2355574 | 69694 | None | 2.01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. | Cum | 267.0 | 267.0 | 26503.16 | False | None | None | False | None | False | 7076343.72 | 0 |
2355575 | 69694 | None | 2.02 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 176.0 | 176.0 | 2349.825 | False | None | None | False | None | False | 413569.2 | 0 |
2355576 | 69694 | None | 2.03 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 477.0 | 477.0 | 2349.825 | False | None | None | False | None | False | 1120866.525 | 0 |
2355577 | 69694 | None | 2.04 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.For Grading -V Material | Cum | 2736.0 | 2736.0 | 3889.49 | False | None | None | False | None | False | 10641644.64 | 0 |
2355578 | 69694 | None | 3.01 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.iNCLUDING FORMWORK (The cost of steel reinforcement shall be paid separately )Mix Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7018.0 | 7018.0 | 4786.464 | False | None | None | False | None | False | 33591404.352 | 0 |
2355579 | 69694 | None | 3.02 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications including formwork. (The cost of steel reinforcement to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (for footpath work) | Cum | 7124.0 | 7124.0 | 530.235 | False | None | None | False | None | False | 3777394.14 | 0 |
2355580 | 69694 | None | 3.03 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications including formwork. (The cost of steel reinforcement to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (for C C Drain/chembers /walls) | Cum | 9337.0 | 9337.0 | 1765.708 | False | None | None | False | None | False | 16486415.596 | 0 |
2355581 | 69694 | None | 3.04 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary perations complete as per drawing and technical specification All other type of structures | MT | 86913.0 | 86913.0 | 158.914 | False | None | None | False | None | False | 13811692.482 | 0 |
2355582 | 69694 | None | 3.05 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. | Sqm | 1021.0 | 1021.0 | 10494.0 | False | None | None | False | None | False | 10714374.0 | 0 |
2355583 | 69694 | None | 3.06 | Removing and Refixing Cover slab of drains and pointing in Cement Mortor | Sqm | 121.0 | 121.0 | 7453.8 | False | None | None | False | None | False | 901909.8 | 0 |
2355584 | 69694 | None | 3.07 | Providing and laying 230 mm thick pre-cast cover slabs over drains & Rain pit using M20 concrete including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. | Sqm | 5037.0 | 5037.0 | 1499.04 | False | None | None | False | None | False | 7550664.48 | 0 |
2355585 | 69694 | None | 3.08 | Supply and fixing of fiber reinforced plastic (FRP)Covers of size 1000mm x1000mm of Dark Grey color with frame of 10tone capacity as per approved Drawing for power chamber | No | 34373.0 | 34373.0 | 1796.0 | False | None | None | False | None | False | 61733908.0 | 0 |
2355586 | 69694 | None | 3.09 | Supplying & fixing Composite Fibre Reinforced Polymer (FRP) utility cover conforming to IS 12592:2002 with sufficient load bearing capacity as per technical specifications.Light duty square 600 x 600mm with load bearing capacity up to 5t | No | 3300.0 | 3300.0 | 1630.0 | False | None | None | False | None | False | 5379000.0 | 0 |
2355587 | 69694 | None | 3.1 | Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication & Signalling lines having flexibility & anti termite, anti corrosive, good abrasion, fatigue strength & UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205:2017 as per technical specifications. 110 mm Outer dia | m | 220.0 | 220.0 | 16290.0 | False | None | None | False | None | False | 3583800.0 | 0 |
2355588 | 69694 | None | 3.11 | Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication & Signalling lines having flexibility & anti termite, anti corrosive, good abrasion, fatigue strength & UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205:2017 as per technical specifications. 200 mm Outer dia | m | 567.0 | 567.0 | 48870.0 | False | None | None | False | None | False | 27709290.0 | 0 |
2355589 | 69694 | None | 3.12 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1355.0 | 1355.0 | 1431.0 | False | None | None | False | None | False | 1939005.0 | 0 |
2355590 | 69694 | None | 3.13 | Providing Cement mortar 1:6 (1 cement : 6 fine sand) including cost of all materials, labour and usage charges of machinery complete as per the direction of engineer incharge of work | Cum | 4286.0 | 4286.0 | 59.616 | False | None | None | False | None | False | 255514.176 | 0 |
2355591 | 69694 | None | 4.01 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 &IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer- ncharge.(WMM/WBM Base to be paid separately if necessary as per relevant technical specification) | Sqm | 1175.0 | 1175.0 | 27903.905 | False | None | None | False | None | False | 32787088.375 | 0 |
2355592 | 69694 | None | 4.02 | Providing and laying in place 300mm x 300mm x 16mm cement tactile directional and warning tiles (for a person with visual impairment) of the approved brand and make and specified colour for outdoor floors such as footpath, courtyard, multimodals location etc. laid on 20mm thick base of cement mortar 1:4 (1 cement: 4 coarse sand) in all shapes and patterns including grouting the joints with white cement with matching pigments etc. complete as per as per standards. | Sqm | 1535.0 | 1535.0 | 4011.138 | False | None | None | False | None | False | 6157096.83 | 0 |
2355593 | 69694 | None | 4.03 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1278.0 | 1278.0 | 1031.304 | False | None | None | False | None | False | 1318006.512 | 0 |
2355594 | 69694 | None | 4.04 | Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) | Sqm | 533.0 | 533.0 | 4917.256 | False | None | None | False | None | False | 2620897.448 | 0 |
2355595 | 69694 | None | 4.05 | Footpaths and Separators: Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of ngineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone | m | 510.0 | 510.0 | 15563.0 | False | None | None | False | None | False | 7937130.0 | 0 |
2355596 | 69694 | None | 4.06 | Removing and Resetting of Kerb stone | m | 118.0 | 118.0 | 13763.0 | False | None | None | False | None | False | 1624034.0 | 0 |
2355597 | 69694 | None | 4.07 | Providing Water based glossy paint (Green certified product) to Kerb Stones as per IS 164:2015 technical specifications including cleaning & surface preparation | Sqm | 325.0 | 325.0 | 16129.3 | False | None | None | False | None | False | 5242022.5 | 0 |
2355598 | 69694 | None | 4.08 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Kg | 117.0 | 117.0 | 8145.0 | False | None | None | False | None | False | 952965.0 | 0 |
2355599 | 69694 | None | 4.09 | Providing and Laying in position Precast RCC Bollards including, foundation, leveling,Hysd steel,painting with two coats,transportation as per the directions of Engineer-in-Charge | No | 1582.0 | 1582.0 | 1466.1 | False | None | None | False | None | False | 2319370.2 | 0 |
2355600 | 69694 | None | 5.01 | Fabricating,supplyinganderectionof.mslonghotdipGalvanizedOctagonalhotdipPolewithBSEN10025gradeS355JOsteelplateforshaft,IS2062forbaseplatewithdooropeningarrangements,includingsuitableboards,BakelitesheetandMCBsasperISspecificationssuitabletowithstandthewindspeedof47m/sfor.mPoleinsinglesectionandsinglejointweldedasperIS9595/IS10178AWShavingdimensionsbottom.mm,top.mmwith3mmthick,suitablebaseplateand4Nosof.longJboltsalongwithtemplateandthePoleshallbehotdipgalvanizedinsingledippingwithnotlessthan65micronasperASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 70 mm and Bottom 130 mm dia for Footpath | Each | 9020.0 | 9020.0 | 548.0 | False | None | None | False | None | False | 4942960.0 | 0 |
2355601 | 69694 | None | 5.02 | Supply of LED Street light luminaire with pressure die cast aluminium housing body with optimal heat sink for better thermal dissipation. Diffuser with injection moulded and is madE of polycarbonate material with high transmission index, delivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percentage CCTgretaer than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power factor greater than 0.9 with mains Current shoud not be greater than 0.1A to 0.7A and Surge Protection -Min 4KV along with Over voltage / Over load, short circuit/ miswiring protection. Compatiable for pole mounting with ourter dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable opration in spite of problem in output side. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence iwth RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintance at the sight site location with minimized minimal tolls. LED Light fixture with -W System Power consumption . LED Efficiency greater than 130lm at 1W & Fixture Efficiency greater than 80lm/w with nominal CRI greater than 75. Housing with suppier word mark / name shall be engraved / Embossing on the die cast housing Body part. Luminaire manufacturer should have in house facility accredited by NABL/ CPRI & any Government( agency and Design and Development facility certified by ISO 9001:2008. Housing with supplier word mark/name shall be engraved/Embrossing on the die cast housing body part.Warranty of 2 years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED source manufacture and Cree /Nichia/Lumileds/Osram make LED Sourse . 150 Watts ( Ch -12,P-67 I - 12.8.5) for footpath standard electrical conditions as m | Each | 6592.0 | 6592.0 | 548.0 | False | None | None | False | None | False | 3612416.0 | 0 |
2355602 | 69694 | None | 5.03 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 a) 4 core x 4 sqmm | Per Mtr | 248.0 | 248.0 | 8145.0 | False | None | None | False | None | False | 2019960.0 | 0 |
2355603 | 69694 | None | 5.04 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 a) 6 core x 4 sqmm | Per Mtr | 361.0 | 361.0 | 8145.0 | False | None | None | False | None | False | 2940345.0 | 0 |
2355604 | 69694 | None | 5.05 | Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only)(Ch-6.0, P -42, I -6.11.2) 25mm dia | Each | 93.0 | 93.0 | 244.35 | False | None | None | False | None | False | 22724.55 | 0 |
2355605 | 69694 | None | 6.01 | ProcurementofIngredients:Procurementoffarmyardmanure/compost,sandandred-earth(ingredients)requiredforraisingseedlingsinclusiveoftransportation,breakingofclods,sievingandheapingeachingredientseparatelyatnurserysite(Ceiling rate) Fine coarse Red-earth/soil | Cum | 594.0 | 594.0 | 36.6525 | False | None | None | False | None | False | 21771.585 | 0 |
2355606 | 69694 | None | 6.02 | ProcurementofIngredients:Procurementoffarmyardmanure/compost,sandandred-earth(ingredients)requiredforraisingseedlingsinclusiveoftransportation,breakingofclods,sievingandheapingeachingredientseparatelyatnurserysite(Ceiling rate) Fine coarse Red-Farm yard manure/compost | Cum | 1744.0 | 1744.0 | 18.326 | False | None | None | False | None | False | 31960.544 | 0 |
2355607 | 69694 | None | 6.03 | Conveyance of tall seedling sraised in HDPE bags of size14"x20" from the dumping point to the planting site near each pit onhead-load,fixing the supporting stake firmly in the pit,planting the tall seedling in the pittying the seedling to the supporting stake at 3 points (excluding cost of supporting stake) | Each tall Seedling | 67.0 | 67.0 | 162.9 | False | None | None | False | None | False | 10914.3 | 0 |
2355608 | 69694 | None | 7.01 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Cum | 1103.0 | 1103.0 | 63.0 | False | None | None | False | None | False | 69489.0 | 0 |
2355609 | 69694 | None | 7.02 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge. | Cum | 1305.0 | 1305.0 | 63.0 | False | None | None | False | None | False | 82215.0 | 0 |
2355610 | 69694 | None | 7.03 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | Cum | 1312.0 | 1312.0 | 45.0 | False | None | None | False | None | False | 59040.0 | 0 |
2355611 | 69694 | None | 7.04 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. | Cum | 1473.0 | 1473.0 | 27.0 | False | None | None | False | None | False | 39771.0 | 0 |
2355612 | 69694 | None | 7.05 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 1236.0 | 1236.0 | 108.0 | False | None | None | False | None | False | 133488.0 | 0 |
2355613 | 69694 | None | 7.06 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270,of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.100 mm nominal size dia having minimum wall thickness 5.00 mm | m | 1175.0 | 1175.0 | 63.0 | False | None | None | False | None | False | 74025.0 | 0 |