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| 1 | EXCAVATION upto 1.50 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in dense or Hard soil MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, cutting vegetation up to 1.5m ht if required and disposing off the excavated stuff upto all lead and lift. Note- All types of soil that can be removed by JCB/ Poclain bucket shall be classified under this item. |
| 2 | EXCAVATION 1.50 to 3.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Hard Murrum MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift. |
| 3 | FILLING with selected & approved available excavated earth (exluding rock) in excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. |
| 4 | FILLING with selected & approved Murrum material brought by Contractor from outside client's premises, including Identification of Borrow pits and including Royalty charges & or duties as per requirement of local authority, in foundations, excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. |
| 5 | Boring holes 3.5 m deep in ordinary soil (for cast in situpiles) and getting out the soil and disposal of the surplusexcavated soil as directed within a lead of 50 Meter forfollowing diameter of pipes (iii) 300 mm |
| 6 | Providing and laying RUBBLE SOLING wherever required in foundation and plinth including hand packing fillings interstices with chips and sand. Watering and compacting to consolidated thickness, etc complete as directed by engineer-in-charge |
| 7 | Providing and laying Granular subbase (GSB) for preparing base of road by providing close graded Material, mixing in a mechanical mix plant at OMC(Optimum Moisture Content), 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. |
| 8 | Providing and laying PLAIN CEMENT CONCRETE 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) in foundations and superstructure including, machine mixing, leveling compacting, curing and formwork if any, scaffolding, staging etc. complete as directed and instructed by Engineer-in-Charge. Volume of PCC laid to be measured for payment. |
| 9 | Providing and laying Dry Lean Concrete (DLC) of M15 grade with coarse aggregate not exceeding 25 mm nominal size, including mixing in batching plant/approved mixer, transporting, laying, spreading, compacting with vibratory roller, and finishing to required line, level, grade and camber, complete as per specifications and direction of Engineer-in-Charge. |
| 10 | Providing and laying separation membrane of 125 micron thick polyethylene sheet of approved quality over prepared surface, including cleaning of surface, laying the sheet with proper alignment, and providing necessary overlaps (minimum 150 mm) at joints.The membrane shall be laid flat without wrinkles, folds, or creases and properly secured to prevent displacement during subsequent operations. The work includes cutting, jointing, and placing in position complete as per specifications and direction of the Engineer-in-Charge. |
| 11 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel , scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Foundations, footings, Base of columns and Mass concrete, as directions of Engineer in charge Complete.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. |
| 12 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel , scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Columns, Pillars posts and struts etc complete as directed by Engineer-incharge.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. |
| 13 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel , scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in WALLS from top foundation level to all levels etc complete as directed by Engineer-incharge.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. |
| 14 | Providing and laying in position Pavement Quality Concrete(PQC) of M40 grade with design mix, using cement, graded coarse aggregate and fine aggregate, admixtures if required, in approved proportions, including batching in batching plant, mixing, transporting, laying with slip form/fixed form paver, compacting with vibratory arrangement, finishing to required line, level, grade and camber, including providing, placing and fixing of dowel bars, tie bars, joint filler, cutting of joints and sealing with approved sealant, curing, etc. complete in all respects as per specifications and direction of Engineer-in-Charge. |
| 15 | Providing, laying and fixing in position REINFORCEMENT High yield deformed bars/TMT/CRS FE500/FE500D/FE550 for R.C.C. works at all levels including cutting, bending and binding with 16 gauge M.S. annealed wire, providing cover blocks of C.M. 1:2 Embedded with binding wire etc. complete. The reinforcement detailing to IS 456 or, if specified by engineer, shall conform to IS: 13920 (Ductile detailing of R. C. Structures), bars as per IS 1786 the rate shall be inclusive of executing such detailing. Laps to be measured shall be as shown in drawing and for reinforcement length longer than available in market. Chairs, pins and laps other than that specified shall not on be measured and paid for. No extra to be paid for height, rate remains same at all levels, complete as per drawings, specification, direction of engineer-incharge. Make: TATA, SAIL, JSW, or EQUIVALENT. |
| 16 | Providing material and labor for Structural steel work (Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all type sections, in framed work, including cutting, hoisting, fixing in position and applying a priming coat &two coat applying synthetic enamel paint of approved steel primer all complete as per the structural designs and as directions of chief Engineer- in -Charge Complete. |
| 17 | Brick work using common burnt clay building bricks including scaffolding, raking of joints, curing using first class bricks having min. comp. Strength 35 kg/cm2 of approved manufacturer in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)ConventionalAll bricks and shall be soaked in water for at least 24 hours before use. bricks used for masonry work shall be as available locally, but approved before start of work. volume of masonry to be measured for payment. |
| 18 | Providing and laying 20mm thick SANDFACED CEMENT PLASTER of required grain finishing upto all height/all floors including grooves, pattas etc. in two coats having the the base coat of not less than 12 mm thickness in CM 1:3 (1-cement : 3-sand) & finished coat 8 mm thk, in CM 1:1 (1-cement : 1-sand) to external surfaces of concrete & masonry including hacking of concrete surfaces, racking of joints, scaffolding, curing etc. complete. Rate shall include addition of “Impermo” water proofing compound or equivalent, providing, adding & mixing of fine fibrillated 100% virgin polypropylene fibers in cement mortar to form homogeneous mixture @125 gms per a bag of cement in both the coats of plaster, 12mm long fibers shall be used in first coat & 6mm long fibers shall be used in second finished coat. providing drip mould 40mm wide and 12mm thick in cement mortar 1:3 on soffit of chajjas, canopies, gutters etc.complete. as directions of Engineer in charge Complete.The surfaces to be plastered to be hacked immediately on de-shuttering. The Brick/ RCC surface to be plastered to be cured sufficiently before start of plaster. Initial bare surface area to be Plastered shall be measured for payment unless noted otherwise, etc as directions of Engineer in charge Complete. |
| 19 | Supplying & Providing two coat of primer and two coats of ANTIFUNGAL PAINT, water proof, dust proof Paint on Exterior Surfaces at all heights of surfaces. One component waterborne 100% pure acrylic emulsion that offers protection against concrete carbonation with an R Value of min 600m and an equivalent concrete layer thickness value of min 150cm. Paint should have crack bridging property of min 1.85 mm with Solar Reflective index of min 110 and IR reflectance property. The product shall have a Volume Solids of minimum 35%The product shall be independently tested and approved for properties alike Carbon Dioxide Diffusion resistance, resistance to chloride diffusion, crack bridging and liquid water/ vapour transmission as well as SRI properties. The product can be like Jotashield WaterXtreme Topcoat of Jotun Paints or approved equivalents.Two Coats of above paint should be applied using a conventional Roller / Airless spray at the site after application and curing of applied Primer.including cleaning, preparing the surface, applying primer - scraping by sandpaper, scaffolding etc. including - (a) All surface preparation, suitable number of base coats required, primers and suitable finishing to the complete satisfaction of the Engineer in Charge, (b) Scaffolding and all leads and lifts,(c) Proper curing in between the two subsequent coats, (d) Touch ups to the paint after the scaffolding is removed, (e) All measurements for paints to be as per IS-1200. f) Minimum Guarantee of Ten Years Waterproofing and Paint performance for all external paints by manufacturer .For measurement of painting items the area painted shall be considered without any multiplication factor for different kinds of surfaces painted. Rate shall be quoted accordingly. All painting items final finish shall be as per manufacturer'sspecification as per acceptance of Engineer in charge /Architect. No extra payment shall be made for extra/over coat if required.Make - Asian Paint Ultima Allura Torino, Jotun Jotashield Tex Fine OR Equivalent. |
| 20 | Providing and applying road marking with hot applied thermoplastic paints with reflectorizing glass beads on bitumen/RCC surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years. |
| 21 | Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 60cm length,15cmheight and 15cm thick ofM250 grade concret as per approved design and includingexcavation for fixing in proper line and level,filling the joint withC:M 1:3 (1cement:3fine sand) etc complete. |
| 22 | Providing material and labor for fixing LASER CUT STONE LOGO FOR \\"SILVASSA BUS DEPOT\\" (Size: 21000mm x 600mm)-3D LASER CUT letters flushed in R.C.C. BEAM.- Letters be fix in RCC beam/slab while casting with propare clamp and anchor fastener.- Provision for engraving of 3mm to accomodate led profile light installation to be provided in each letter LED Light - 3smd module-Making all necessary provision of material and electric wring etc fittings, fixtures and cleanliness as per detailed design and drawing or as directed by engineer in charge.LED Back lit:-The workmanship shall be of high standards and engineering |
| 23 | Providing material and labor for GARDEN SOIL:- Supplying on site garden soil well sieved 90% to pass through I.S. sieve of 10mm size free from stones rubbish like dried grass roots and other such materials. The soil should be ftesh from quarry. The colour of the soil generally be red. The soil will be measured by measuring box.(Farma) (Item includes Royalty charges,, Transporting, Ioading unloading etc.) lead charges for 30 k.m. is considered. |
| 24 | Providing material and labor FARM YARD MANURE : Supplying on site well decayed, well dried, well powdered, without clods and free from stones, dried grass and other rubbish material. The colur of the manure generally be black. The manure will be measured by measuring box. (Farma) (Item includes Transporting, loading unloading etc.) lead charges for 20 km is considered. |
| 25 | Providing labour for MIXING GARDEN SOIL/SILT & MANURE THROUGHLY WELL, Watering Pervious night, Planting required plant species, lawn gress as dricted etc. complete. |
| 26 | Providing material and labor for LAWN :- Supplying and planting reuired variety of lawn grass as directed and maintaining till well established by watering, weeding clipping, rolling etc. complete. |
| 27 | Providing material and labor for TREES:- (minium height to 3 mtr.):- digging pit with size 0.9mx0.9mx0.9m removing and conveying unwanted stuff to a required stuff to a required distance as directed. Filling the pit with approved excavated material up to a height of 0.30m. And remining height of 0.60m with fresh garden soil and manure in 3:1 proportion . mixing soil and manure thoroughly well, levelling, as directed , watering previous night, planting two to three year old , minimum 2.0 mtr. height , healthy trees sapling as per specification. maintaining till well established by watering , weeding, stirring of soil staking replacing of casualties etc. complete. |
| 28 | Providing material and labor for TREES:-( height to 1.5 mtr.):- digging pit with size 0.9mx0.9mx0.9m removing and conveying unwanted stuff to a required stuff to a required distance as directed. Filling the pit with approved excavated material up to a height of 0.30m. And remining height of 0.60m with fresh garden soil and manure in 3:1 proportion . mixing soil and manure thoroughly well, levelling, as directed , watering previous night, planting two to three year old , minimum 2.0 mtr. height , healthy trees sapling as per specification. maintaining till well established by watering , weeding, stirring of soil staking replacing of casualties etc. complete. |
| 29 | TREES:-Supply and erecting Morpankhi Hedges (minium height to 2.5 mtr)- digging pit with size 0.9mx0.9mx0.9m removing and conveying unwanted stuff to a required stuff to arequired diatance as directed. Filling the pit with approved excavted material up to a height of 0.30m. And remining height of 0.60m with fresh garden soil and manure in 3:1 proporation . mixing soil and manure thoroughly well, levelling, as directed , watering previous night, planting two to three year old , minium 2.0 mtr. height , healthy trees sapling as per specification. maintaning till well established by watering , weeding, stirring of soil staking replacing of casualties etc. complete. |
| 30 | HENNA PLANTATION :- Excavting the ground to required depth of 30 cms, removing and coveying unwanted stuff to a required depth as directed. Filling fresh garden soil and manure in excavted area 3:1 poroporation to a height of 30 cms. Mixing garden soil and manure thoroughly well developed shurbs plants, 0.50 mtr. height, 0.45mtr.apart as directed and maintaining till well eastabilished by watering, weeding, stirring, replacing casualtiies etc. complete |
| 31 | Preparing Shrubbery :- Excavting the ground to required depth of 30 cms, removing and coveying unwanted stuff to a required depth as directed. Filling fresh garden soil and manure in excavted area 3:1 poroporation to a height of 30 cms. Mixing garden soil and manure thoroughly well developed shurbs plants, 0.50 mtr. height, 0.45mtr.apart as directed and maintaining till well eastabilished by watering, weeding, stirring, replacing casualtiies etc. complete |
| 32 | Drilling of 200/215mm dia, bore hole in overburden strata by DHT rin up to required depth including fixing of 175/180 dia MS ERW/PVC casing pipe & further drilling of 165mm dia. Bore hole in hard rock (trap etc.) strata by DTH drilling method up to total depth of 300 meters including measuring the yield by V notch and flushing of bore etc. complete in all districts of one V. (Casing up to 12 Mts.) From 0 to 150 meters depth. |
| 33 | Providing and supplying in standered length ISI mark rigid unplastic pvc pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no.4985/1988 including all local taxes, transportation, freight charges, octroi, inspection charge, loading, unloading, conveyance to the departmental stores and including stored and including cost of jointing meterial etc. complete. Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code. 180 mm dia. |
| 34 | Supplying of single phase submersible pump set suitable for 100mm size or more dia bore well having motor capacity and discharge a under with necessary panel box. Cat.I |
| 35 | Providing and supplying in standered Length ISI mark High densatay polythelene HDPE pipe sutaible for potable water as per IS specification Nr.4934/1995 including all local and central taxes, transportation, freight charges, octroi, inspection charge, loading, unloading, conveyance to the departmental store etc. complete. 25mm dia pipe. Lowering, laying, fixing and jointing HDPE pipe and specials of following class and diameter (By butt fusion welding method) including cost of conveyance from stores to site of works at all level including cost of labour, material, givin satisfactory hydraulic testing etc. comp. |
| 36 | Bore plug of 100mm height made from MS plate with 3 holes at equl distance on circumference for nut-bolts type, locking arragement with nuts-bolts & lock nuts of standard make (ii) Suitable for 200mm dia pipe. |
| 37 | Clamps made from MS plate with 3 holes on either side with nuts & bolts standard make and suitable size. (b) 450mm x 65mm x 10mm flat suitable to 50mm dia pipe. |
| 38 | Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length , in below type of pipe erected with 6A Modular type switch / bell push & accessories and earth continuity of following type, erected on PVC / Metallic/Wooden box, single mounting base frame covered with textured/metallic/white front plate modules erected on / in wall / ceiling as per pipe erected, with necessary Lamp holder/ceiling rose / H.D.Connector as directed.(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling complete cat III |
| 39 | Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket erected on PVC / Metallic/Wooden box, single mounting base frame covered with textured / metallic/white front plate modules erected on / in wall / ceiling with following type accessories Cat. III |
| 40 | providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in existing pipe of following size (Specifically for control panel, relays, power switchgears, motor starters & control wiring) with required size of copper lugs, nuts and bolts if required.(f) One wire 10.00 sq. mm |
| 41 | providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in existing pipe of following size (Specifically for control panel, relays, power switchgears, motor starters & control wiring) with required size of copper lugs, nuts and bolts if required.(g) One wire 16.00 sq. mm |
| 42 | providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in existing pipe of following size (Specifically for control panel, relays, power switchgears, motor starters & control wiring) with required size of copper lugs, nuts and bolts if required.(h) One wire 25.00 sq. mm |
| 43 | Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling, with1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity offollowing size. (A) With medium class Rigid PVC pipe and accessories (a) 2 wire 1.5 sq. mm |
| 44 | Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling, with1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity offollowing size. (A) With medium class Rigid PVC pipe and accessories (b) 2 wire 2.5 sq. mm |
| 45 | providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of following size(A) with medium class Rigid PVC pipe and accessories (a) 2 wire 4 sq. mm |
| 46 | Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, inapproved manner as directed (b) 25 mm |
| 47 | Providing & erecting PVC Corrugated Flexible Conduit with required nos. of coupling, PVC bushes, Check-nuts etc. complete of followingsizes.(2) 25 mm |
| 48 | Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity(A) 6 to 32 Amp. Cat-III |
| 49 | Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity(B) 40 Amp. Cat-III |
| 50 | Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity(a) 6 to 32 Amp. Cat.III |
| 51 | Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity(b)40 Amp. Cat.III |
| 52 | Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables.(C) 3 core 6 Sq. mm |
| 53 | Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables.(D) 3 core 10 Sq. mm |
| 54 | Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables(B) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core) |
| 55 | Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables.(B) 2 to 4 core 6 Sq. mm |
| 56 | Providing and erecting required size Copper strip for earthing of H.T. OCB / ACB/ Transformer, LT panel board, Motors etc. using copper clamp. |
| 57 | Providing and erecting required size HOT deep Galvanised iron strip for earthing of H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp. |
| 58 | Providing and erecting Annealed bare Copperwire 8 to 16 SWG. |
| 59 | Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe down rod erected duly painted for fan complete with proper insulation without leakage and earthing. |
| 60 | Providing and erecting out door type halogen fitting made from cast alloys with electro- chemically polished Aluminium reflector complete with tuffend glass, silicon gasket with Halogen tube of following size(A) With 500 watt Halogen Tube cat - III |
| 61 | Supplying and erecting approved make Conical Pole (Standard ) Made from HR sheet steel. The pole should be made as per IS. and shall be coated with hot dip galvanizing as per IS 2629/2633/4759 with required base plate and integral Junction box consist of terminal plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal and arrangement for cable terminationas erected on suitable foundation (included) with necessary GI nut-bolts/J-Bolts. as per details given by manufacturer considering site requirement.The length of poles are as below. (E) 7 Mtr. Long 65mm Top X170 mm bottom dia, 3mm thickness. |
| 62 | Supplying and erecting approved make Conical Pole (Standard ) Made from HR sheet steel. The pole should be made as per IS. and shall be coated with hot dip galvanizing as per IS 2629/2633/4759 with required base plate and integral Junction box consist of terminal plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal and arrangement for cable terminationas erected on suitable foundation (included) with necessary GI nut-bolts/J-Bolts. as per details given by manufacturer considering site requirement.The length of poles are as below. (J) 12 Mtr. Long 70mm Top X250 mm bottom dia, 3mm thickness. |
| 63 | Providing and erecting street light pole bracket comprising main B Class MS pipe of 4.2 cm/require outside dia. complete with suitable B Class M.S. sleeve tubing of approx. 45cms.length and suitable for 76.5 mm / 80mm. / require size pole top having sufficient fasteners for fixing the brackets and having spread of 1 mtr. length with suitable rise as per site condition & suitable welded stiffener reducer and nipple with check nut complete painted with one coat of Red oxide / PU base primer and two coats of Aluminium / PU paint. paint with following nos of arms.[A] Single Arm bracket 1 Mtr |
| 64 | Providing and erecting street light pole bracket comprising main B Class MS pipe of 4.2 cm/require outside dia. complete with suitable B Class M.S. sleeve tubing of approx. 45cms.length and suitable for 76.5 mm / 80mm. / require size pole top having sufficient fasteners for fixing the brackets and having spread of 1 mtr. length with suitable rise as per site condition & suitable welded stiffener reducer and nipple with check nut complete painted with one coat of Red oxide / PU base primer and two coats of Aluminium / PU paint. paint with following nos of arms.[B] Double Arm Bracket 1 Mtr |
| 65 | Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop- out approx. 2mm thick box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for mounting mob & hinged doors as per requirement having locking arrangements with mounting clamp with nuts, bolts & washers suitable for erection on pole with cable clamps& earth bolt of following size of box.(A) 300mm x 200mm x 100mm [deep] |
| 66 | Supplying and erecting LED street light / Flood light fittings with High power White LEDs wattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses, with toughened glass with company mark/name engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-80 certificates)(NOTE: Belowdescription have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity between the ranges shown.)(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC linesupply with over-voltage protection.(i) above 36 to 48 watts Cat-lll |
| 67 | Providing and fixing Terminal board of size 5.0 x 127 x 152.4 mm.bakelite sheet with suitable brass studs with nuts, washers and clamps of size 25mm x 3mm suitable for pole painted with one coat of red lead paint. |
| 68 | Supplying & erecting approved make Digital time switch having lithium cell 6 years operative and operate battery backup 1 channel day clock with 14 memory programme, suitable to operate on 240V + 5%, 16A with, floating contacts Minimum switching setup time1 minimum & LCD display. Also comprised permanent ON/OFF switching. Programming switches & housed in fire proof thermoplastic enclosure & transparent cover erected as required with necessary connection erected as directed. |
| 69 | Supplying & erecting power contactor ,AC3 duty for time switch complete erected as perdirection Cat III(B) 2 pole 250V 32 Amp. |
| 70 | Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv grade ISI marked copper wires of following size to be erected as directed.(e) 1.50 Sq.mm 3 core round PVC sheathed |
| 71 | Supplying and erecting B class Galvanized iron pipe having smooth finished bore of the pipe on both ends erected nuts and bolts along the pole / wall shaping the pipe as per site requirement. Pipe dia as following.(C) 40 mm dia. |
| 72 | Providing and erecting Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade G.I. pipe with necessary coupling buch buried in specially prepared earth pit & G.I. earth wire of 8 SWG erected & connected as directed (For panel)For using salt and charcoal / coke as requiredfor pipe type earthing. |
| 73 | Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth in existing trench for laying of cable. below ground / road surface for enclosing cable(A)50 mm outer dia |
| 74 | Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth in existing trench for laying of cable. below ground / road surface for enclosing cable(D)120 mm outer dia. |
| 75 | Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for laying any size of cable or locating the fault all over the run and back filling the same and making the surface as normal ground. |
| 76 | Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating the fault all over the run and back filling the same and making the surface as normal ground. |
| 77 | Supply and installation of weatherproof LED decorative light fittings suitable for mounting on compound walls, complete with high-efficiency LED source, durable housing (die-cast aluminium / UV-stabilized polycarbonate), and IP65 or higher protection rating. The fixture shall provide uniform illumination with low power consumption and long service life.The work includes all necessary accessories such as mounting brackets, fasteners, internal wiring, connectors, driver unit, and earthing. The light shall be suitable for outdoor use under varying climatic conditions.The item also includes fixing the fixture on the compound wall, connection with existing electrical supply using PVC insulated copper wires, testing for proper operation, and commissioning as per site requirements.Specifications:Wattage: 10 W Input Voltage: 220–240V ACProtection: IP65 or aboveLight Color: Warm White / Cool White (as required)Body Material: Powder-coated aluminium / equivalentMounting Type: Surface mounted on compound wall Please Enable Macros to View BoQ information |
