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Tender For Integrated Development And Upgradation Of Road From Garh Road Via Rangoli Mandap To Hapur Road Under Cm Grid Scheme - Part-A (civil work)STORM WATER DRAIN Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). 2 Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches.(where machine can not move) 3 Disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport Including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.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. 4 Cement Concrete with 4 cm gauge approved graded stone grit, coarse sand and cement in the proportion of 1:4:8, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I. 5 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slagcement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade withminimum cement content of 330 kg /cum. 6 Supply and installation on site - Recessed double seal ofwith a clear opening of750*750 mmDI manhole cover and frame(material- ductile iron grade 500/7) of class B125 having minimum load capacity 125 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (Storm water) 7 Supply and installation on site - Recessed double seal ofwith a clear opening of750*750 mmDI 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) 8 Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform. 9 M.S. (for steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire. 10 M.S or iron work in stair case roilling in heavy sizes such as trusses, built up gates, records rocks, roof work, gates etc including rivetting or welding where necessary. (42Kg/Sqm) 11 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. 600 mm dia 12 Supply of PVC pipes (working pressure 6kg/cm2) single socketed pipe 110 mm dia @ 10 cm 13 Supply and fixing Gully Grates RED 048 GRH – 300* 750mm 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 14 UTILITY DUCT Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches.(where machine can not move) 15 sand filling in plinth and under floor including supply of necessary quality of sand from a distance not exceeding 8 kms from the site of work and including watering dressing etc labour and T&P etc required for proper completion of the work saplings of birth upto 30 cms measured at height of 1M above ground level and removal of rubbish upto a distance of 50 M outside the periphery of area cleared including cost of sand 16 Concrete with 4 cm gauge approved stone ballast, coarsesand & cement, in the proportion of 8:4:1inclucing supply of all materials, labour, tools & plants etc. required proper completion of the works. 17 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slagcement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade withminimum cement content of 330 kg /cum. 18 Supply & fixing 900x900x125 mm PFRC Drain cover including cartage, loading and unloading excluding 18% GST with all complete work. Extra heavy duty load bearing Capicity 35 tannes as per design IS 1726-1991 Atteched market Rate 19 Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform. 20 M.S. (for steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire. 21 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 ducts 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 manufacturers products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. 22 ROAD WORKExacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches.(where machine can not move) 23 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 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 10 km 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 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)i) For Grading-I Material 26 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Plant Mix Method) 27 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) 28 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrated from approved quarry of specified grading premixed with bituminous binder VG-30 @4.50% by weight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finished to required grade level and alignment rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction ( Ref to morth & H specification 507 ) adjustment for bitumen shall be done as per job mixture and e-in-c latter no 2651 Dt 27.07.12 29 Providng and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared of bitumous surface cleaned with mechanical boom (Tack Coat on Bituminous surfaces ) 30 Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen ofg rade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8%(percentage by weight of bitumen) prepared in BatchType Hot Mix Plant of 100-120 TPH capacity. 31 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. 32 SIGNAGE WORKProviding and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ color using hot thermoplastic materi fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater a profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surf of all dirt, seals, oil, grease and foreign mate etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. 33 Reflective raised pavement marker providing and fixing of raised pavement markers (Cat eye) Type x-ASTMD-4956-04 avery dennlsion/3m (USA-Make) having molded body of polycarbonate ASA, HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body. The length height and width of the body shall not exceed 130mm, 20mm & 105mm respectively. They are of each reflective surface shall not be less than 13 sqcm in each side sloping at the angle of 35 + 5 degree to the base to ensure maximum reflectivity. It shall comply to specification of Category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be molded of methyl methacrylate conforming to ASTMD 786 or equivalent with 7 years warranty. rate shall be inclusive of all taxes, royalty VAT etc. all T&P machine material and labour required for proper completion of work 34 Supply & fixing of Bollard (double side) made out of aluminium sheet 4 mm thick welded poly NAGE shaped to make it monolithic pillar size 1200 mm high Bollard is having a frame 900x600 mm and 600 mm dia for fixation made out of 35x35x5mm angle iron and from side is fully covered. Fixing the complete structure in position as per direction of E/I charge with 7 years warranty. Rates include design, fabrication, supply transportation and erection of the sign board and also inclusive of all taxes, loyalty, etc. all T&P/machine material and labour required for proper completion of work. 35 Retro Reflective Signs (Type-lv Sheet)for single side Providing and fxjng retro-reileciive signboards comprising of customised modular P U Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-refleciive sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) sha I have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS framewith pop riveting or with self laping SS screws5 mm dia spaced not more than 300mm centre to centre ensuing that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet confoming to Type iv of ASTM.D 4956-09 shall be pressure fxed. The retrc-reflective sheeting shall be tested for 3 year outdoor weathering testin Indian conditons as per IRC 67 2012 & proof of the same in form of government.repotshall be uploaded with quoting tender. The rate include all malerials, labour, equipments, fabrication, transportation, erection, instatlation and incidentals all complete as per direction of the Engineerin-Charge. Signage on MS angle frame of (35x35x5)mm 36 Retro Reflectorized Traffic signs - Providing and fixing or retro reflectorized cautionary, mandatory and informatory sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below ground level as per approved drawing. with 7 years warranty. Rats include design, fabrication, supply transportation and erection of the sign board and also inclusive of all taxes, royalty, VAT etc. all T&P machine material and labour required for proper completion of work. Note- The composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non-judicial stamp of required denomination bo0th for retro reflective sheet and also complete signageSize-20 x 60cm equilateral triangle 37 Size-60cm circular 38 80cm x 60cm size board 39 60cm x 60cm size board rectangle 40 STREET LIGHTINGSupply & fixing of 7 mtr Gl Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with dubble arm bracket 1 Mtr length in 1:2:4 RCC oundation bolt including the cost of foundation, excavation & back filling and Required T&P completee in all respect. 41 Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side ip, heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. 42 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respects. CAT AAA 43 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 30Watt. to 40 Watt. Confirming to IP 66 protection complete in all respect. CAA 44 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. Direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 45 Supply and laying of aluminum conductor PVC insulated armored served sheathed cables 1100Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S.clamps etc. of suitable size or as directed by the EngineerIncharge, complete in all respect. The armoring of the cable shall be properly connected with the earth conductor by clamps etc.10 sqmm 4core 46 25sqmm 3.5core 47 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti-corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. 48 Supply and burring of Safe Earthing Electrode T- 19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer Gl pipe of 16 swg and inner Gl pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I. strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 49 Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. 50 Supply and laying of 32 mm X 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect 51 Supply and fixing of 8 SWG GI wire along with steel conduit pipe duly bound with earth clops as directed by the Enginner in charge with supply of all material labour and T&P required for proper completion of work. 52 REPAIRING OF DRAIN / NEW DRAINDimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). 53 Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches.(where machine can not move) 54 Disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport Including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.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. 55 Cement Concrete with 4 cm gauge approved graded stone grit, coarse sand and cement in the proportion of 1:4:8, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I. 56 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slagcement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade withminimum cement content of 330 kg /cum. 57 Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform. 58 M.S. (for steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire. 59 HORTICULTURE WORK Digging holes in ordinary soil and refilling, the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplun earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately): HOLES 45CM DEEP, 45 CM DIA 60 Foxtail palim ht. 180-210 cm poflom girth 25-30 cm well developed in big size HDPE bag 61 Plantation of Trees, Shrutis, and Hedge al site ic watering and removal of unserveiceable material as per direction of officer in charge (excluding cast of plant & water) 5.40 2571 Trees Plant Each 62 2.57.3 hedge plant/ ground cover each 2.15 63 2.57.2 shrubs plant each 3.20plants/ ground cover each 2.15 64 Anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around 2018 2.57 the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge 65 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.1 Screened through sieve of I.S. designation 20 mm 66 FootpathExcavation in foundation in ordinary soil (Loam ,clay or sand )includinglift upto 1.50 M. And lead upto 30 M. And including filling watering and ramming of excavated earth into the trenches or into the space between the buildingand the sides of foundation trenches or in to the plinth and removel and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. 67 Disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport Including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.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. 68 (a) Sand filling in plinth and under floor including supply ofnecessary quantity of sand from a distance not exceeding 8 Kms. fromthe site of work and including watering, dressing etc. labour and T&P etc. required forproper complition of the work.saplings of girth upto 30 cms. measured at a height of 1 M. above ground leveland removal of rubbish upto a distance of 50 M. out side the periphery of areacleared. including cost of sand. 69 Cement Concrete with 4 cm gauge approved graded stone grit, coarse sand and cement in the proportion of 1:4:8, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I. 70 Construction of Granular Sub-Base by providing with close graded material mixing in a mechanical mix plant at OMC carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting in vibratory roller to achive the desired density. complete as perclose 401 (Grade 1 )( Ref to morth & H specification 401) 71 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 ofsand, 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 asper direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved color design and pattern. (rectangle/Squre) 72 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 approvedby Engineer-in-charge). 73 Providing wall puttyon New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 74 Painting on divder 1 priming and 2 coats of enamel paint including supply of all materials labour tools & plant etc required for proper completion of the work 75 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 colours 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. 76 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). 77 Part-B (Electric work)33 kvST POLE 13 MTR 78 TOP CHANNEL 79 DROPPER CHANNEL 80 3X300 SQ. MM 33 KV CABLE 81 HDPE PIPE 6 MTR LONG 140 MM DIA 82 CABLE J/KIT 3X300 SQ . MM O/D 83 6 INCH DIA GI PIPE 84 HOT DIP GALVANISED CABLE SUPPORT CLAMPS 85 MS CLAMPS WITH BOLTS AND NUTS 86 33 KV PIN INSULATOR WITH PIN 87 DISC INSULATOR 70 KN 88 33 KV DISC FITTINGS 89 EARTHING COMPLETE 90 NUT & BOLT 91 T OFF CHANNEL 92 STONE PAD 93 RED OXIDE PAINT 94 ALUMINUM PAINT 95 STAY SET COMPLETE 96 CONCRETING OF STAY 97 DANGER BOARD WITH CLAMP 98 BARBED WIRE 99 NUMBER PLATE 100 CONCRETING OF POLE 101 ACSR DOG CONDUCTOR 102 ALUMINIUM LUG 100 MM 103 Electric work(11 kv Line) ST POLE 11 MTR 104 TOP CHANNEL 105 DROPPER CHANNEL 106 3X185 SQ. MM 11 KV CABLE 107 HDPE PIPE 6 MTR LONG 140 MM DIA 108 CABLE J/KIT 3X185 SQ . MM O/D 109 6 INCH DIA GI PIPE 110 HOT DIP GALVANISED CABLE SUPPORT CLAMPS 111 MS CLAMPS WITH BOLTS AND NUTS 112 11 KV PIN INSULATOR WITH PIN 113 11 KV DISC INSULATOR WITH FITTINGS 114 EARTHING COMPLETE 115 NUT & BOLT 116 T OFF CHANNEL 117 STONE PAD 118 RED OXIDE PAINT 119 ALUMINUM PAINT 120 STAY SET COMPLETE 121 CONCRETING OF STAY 122 DANGER BOARD WITH CLAMP 123 BARBED WIRE 124 NUMBER PLATE 125 CONCRETING OF POLE 126 ACSR DOG CONDUCTOR 127 ALUMINIUM LUG 100 MM 128 Electric work(LT Line)PCC POLE 8.5 MTR 129 LT XLPE CABLE 3.5X240 SQ. MM CABLE 130 2X10 SQ. MM AL CABLE 131 4X16SQ. MM AL CABLE 132 PVC PIPE HEAVY GAUGE 1.5 DIA FOR 4X16 SQ. MM CABLE 133 PVC PIPE HEAVY GAUGE 1 DIA FOR 2X10 SQ. MM 134 LT XLPE INSULATED CABLE OF SIZE 4x16 SQ. MM FOR STREET LIGHT 135 LAYING OF LT XLPE CABLE 4X16 SQ. MM FOR STREETB LIGHT 136 LAYING OF 3.5X240 SQ. MM CABLE 137 LAYING OF SERVICE CABLE AND PVC PIPE HEAVY GUAGE 138 LT DIST. BOARD (TYPE B-1) 139 LT DIST. BOARD (TYPE B-2) 140 LT DIST. BOARD (TYPE B-3) 141 LT DIST. BOARD (TYPE C) 142 ALUMINUM LT LUG 240 SQ. MM 143 ALUMINIUM LUG 120 SQ MM 144 HDPE PIPE 6 MTR LONG 140 MM DIA 145 6 INCH DIA GI PIPE 146 HOT DIP GALVANISED CABLE SUPPORT CLAMPS 147 DEAD END CLAMPS WITH I HOOK 148 MS CLAMPS WITH BOLTS AND NUTS 149 PIERCING CONNECTOR 150 EARTHING COMPLETE 151 NUT & BOLT 152 STONE PAD 153 STAY SET COMPLETE 154 CONCRETING OF STAY 155 CONCRETING OF POLE 156 INSULATION TAPE 157 Electric work(DT AND HT CONNECTION) ST POLE 11 MTR 158 250 KVA T/F NEW 159 WATER LEVEL EARTHINGFOR DT/CTPT UNIT 160 TOP CHANNEL 161 DROPPER CHANNEL (FOR T/F AND CT/PT UNIT BASE ALSO) 162 11 KV TPMO 163 MS CLAMPS WITH BOLTS AND NUTS 164 11 KV PIN INSULATOR WITH PIN 165 11 KV DISC INSULATOR WITH FITTINGS 166 EARTHING COMPLETE 167 NUT & BOLT 168 T OFF CHANNEL 169 STONE PAD 170 RED OXIDE PAINT 171 ALUMINUM PAINT 172 STAY SET COMPLETE 173 CONCRETING OF STAY 174 DANGER BOARD WITH CLAMP 175 BARBED WIRE 176 NUMBER PLATE 177 CONCRETING OF POLE 178 ACSR WEASEL CONDUCTOR 179 ALUMINIUM LUG 35 SQ. MM 180 3 PHDROW OUT FUSE SET 181 LT XLPE CABLE 1X630 SQ. MM 182 LT XLPE CABLE 1X400 SQ. MM 183 3.5X240 SQ. MM ALUMINUM CABLE 0.4 KV 184 ALUMINIUM CABLE 3.5 X70 SQ. MM 185 TAIL LESS UNIT FOR 250 KVA T/F 186 TELL LESS UNIT FOR 400 KVA T/F 187 PLINTH AND FANCING OF 400 KVA T/F 188 RAIL FOR PLINTH OF 400 KVA TF 189 ALUMINIUM LUG 630 SQ MM 190 ALUMINIUM LUG 400 SQ. MM 191 ALUMINIUM LUG 240 SQ. MM 192 ALUMINIUM LUG 70 SQ. MM 193 INSULATION TAPE 194 LT METRING CUBICAL AND LT TVM METER 195 18% G.S.T Deducted on Electric Items from S.No-77 to 194 (Rs.17546102) 196 30% Labour and centagecharge on Electric Items from S.No-77 to 195 (Rs.28343503) 197 Part-C(Water line)Excavation of soil to a minimum depth of 1.5m and a maximum of 2.5m, adhering to applicable engineering standards and local regulations. This process involves the dismantling of the existing road surface (concrete/asphalt) to provide access to the underground utilities. The scope includes the systematic removal of the old 600mm diameter water pipeline and associated water service house connections, ensuring minimal disruption to adjacent structures and utilities. The scope includes the systematic removal of the old 350mm-450mm diameter water pipeline, including all associated joints and fittings, and any sluice valves present within the section of the pipeline being worked on . Proper dewatering procedures must be implemented, including 1 bailing out any accumulated water and securing the water flow in the pipeline via temporary shut-off valves, allowing for safe and effective further works. All dismantled materials must be categorized and disposed of in accordance with environmental regulations, ensuring that unserviceable materials are transported to an approved disposal site.Safety measures includes the use of appropriate trench protection systems (e g., trench boxes, shoring), maintaining safe Ingress and egress, and implementing effective traffic control measures (signage, barriers) to protect workers and the public. Personnel must be equipped with appropriate personal protective equipment (PPE), including hard hats, high-visibility vests, gloves, and steel-toed boots, and undergo safety training specific to excavation and utility work to minimize risks associated with excavation activities. 198 Supply and Laying of 350mm-450mm Diameter DI-K-7 Pipe: This item includes the supply of 600mm diameter ductile Iron K-7 pipes along with all necessary specials, such as bends, tees, reducers, and couplings, required for the effective laying of the pipeline. The installation shall be executed at a depth ranging from 1.5m to 2.5m, following the approved alignment and ensuring compliance with local engineering standards and specifications.Laying process shall encompass proper preparation of the ach, including the establishment of a stable foundation, alignment checks, and bedding material placement to ensure pipe stability and support. Careful handling and placement of the Di pipes will be performed to avoid damage during installation. Each joint must be meticulously made to ensure a watertight seal, integrating with the existing water supply system seamlessly. This includes necessary cutting, fitting, and welding or bolting as required for joint integrity.All associated works, including excavation backfill, compaction of backfill material, and restoration of road surfaces after installation, shall be performed to meet safety and engineering standards. 199 Supply and Laying of125mm 6kg Pressure HDPE Pipe and House Service Connections: This item encompasses the supply of 6kg pressure High-Density Polyethylene (HDPE) pipes, including all necessary fittings, joints, and specials required for the installation. The pipeline will be laid at a depth of 1.5m to 2.5m, in accordance with the approved alignment and adhering to local engineering standards and specifications.The installation process will involve proper trench preparation, ensuring a stable and compliant bedding for the HDPE pipesEach joint must be securely fused or connected using approved methods to maintain the integrity and pressure rating of the System.The scope also includes providing house service connections from the main pipeline to each property, ensuring seamless integration with the existing water supply system. This will involve cutting the HDPE pipe as necessary, installing service saddles or tees, and connecting to the house service lines, ensuring all connections are watertight and compliant with relevant standards.After the installation, pressure testing to verify the integrity of the pipeline and connections, ensuring there are no leaks and that the system functions effectively under pressure. Any required flushing and disinfecting of the pipeline must also be carried out to ensure water quality and compliance with health standards.Associated works, including backfilling, compaction of backfill material, and restoration of surfaces or ground conditions 200 5%Deducted on Water line Items fromS.No-197 to 199 as per G.O. (Rs 2124738)
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