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| 1 | M&L for Excavation by mechanical means (i.e. Hydraulic excavator)over areas, all kind of soil (exceeding 30 cm in depth, 1.5 metre in width as well as 10 sqm on plan) including getting out and disposal of excavated earthwork upto 50 metre and lift upto 1.5 metre, complete all as specified and as directed by Engineer-in-charge. |
| 2 | M&L for Excavation by mechanical means (i.e. Hydraulic excavator), all kind soil infoundation trenches or drains etc., (not exceeding 1.50 metre in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 metre including getting out the excavated soil and disposal of surplus excavated soil upto 50 metre complete all as specified and as directed by Engineer-in-charge. |
| 3 | Excavation in trenches in any type of soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for laying of cable, poles, stays etc., and getting out complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Excavation in trenches in any type of soil not exceeding 1.50 metre wide and exceeding 1.5 metre but not exceeding 3 metre in depth; for laying of cable, poles, stays etc., and getting out complete all as specified and as directed by Engineer-in-Charge. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each complete all as specified and as directed by Engineer-in-Charge. |
| 6 | Removing excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge. |
| 7 | M&L for Plain cement concrete, 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engineeer-in-Charge. |
| 8 | M&L for Reinforced cement concrete, Design Mix, M-25 (using 20 mm graded crushed stone aggregate), as in foundations, including footings, foundation beams, plinth beams, bases for columns, etc; basement slabs, and mass concrete or similar items complete all as specified and as directed by Engineer-in-Charge. |
| 9 | M&L for Reinforced cement concrete, Design Mix, M-25 (using 20 mm graded crushed stone aggregate), as in columns, pillars, piers, posts and struts etc., and the like complete all as specified and as directed by Engineer-in-Charge. |
| 10 | M&L for Reinforced cement concrete, Design Mix, M-25 (using 20 mm graded crushed stone aggregate), as in beams, cantilevers, bressummers, lintels over 1.5 metre span etc., and the like complete all as specified and as directed by Engineer-in-Charge. |
| 11 | Use and waste of formwork for flat rough finished surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed by Engineer-in-Charge. |
| 12 | Use and waste of formwork for rough finished surface of concrete to side & soffit of beams, bressmers, cantilevers and supports etc., complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Use and waste of formwork for rough finished surface of concrete columns pillars, posts, struts, piers and stanchions concrete square, rectangular or polygonal etc., complete all as specified and as directed by Engineer-in-Charge. |
| 14 | M&L for Brickwork with fly ash bricks (Old size bricks), straight or curved on plan exceeding 6 metre mean radius, built in Cement Mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 15 | M&L for 40 mm thick Plain Cement concrete 1:2:4, type B-0 (Using 12.5 mm graded stone aggregate) including mixing/ using water proofing compound as in damp proof course complete all as specified and as directed by Engineer-in-Charge. |
| 16 | M&L for PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate)in lintels upto 1.5 metre clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, copings and the like, slightly rounded or chamfered angles including necessary form work complete all as specified and as directed by Engineer-in-Charge. |
| 17 | M&L for rendering 15 mm thick on fair faces of brick/ concrete masonry work in Cement Mortar 1:4 and finished even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 18 | M&L for rendering 15 mm thick other than fair faces of brick/ concrete masonry work, in Cement Mortar 1:4 and finished even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 19 | M&L for rendering 5 mm thick on fair faces of concrete/ plasteredsurface in Cement Mortar 1:4 and finished even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 20 | M&L for Mild steel TMT bars, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 21 | All as per Serial Item No 20.00 here-in-before but 5 to 10 mm dia as in stirrups, spacers. |
| 22 | S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or rivetting etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 23 | S&F mild steel framed work as in doors or gates of angle or other section with gusset plate, rail, braces etc., complete, prepared for hanging or sliding with and including either hook or hinges and hanging fastening and fixing complete conforming to Fe 410W (Gde E-250) quality A, all as specified and as directed. |
| 24 | S&F galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc., as directed (each line wire to be measured) complete all as specified and as directed. |
| 25 | Supply and Fixing concertina coil 600mm dia, 56 loops, 2.5mm core wire heavy galvanized(wire 275 GSM & Strip 200 GS) tensile strength of wire 1400-1500 N/Sqmm, weight 6-8 Kg/Coil, stretchable length 6 to 8 mm including securing or tying at crossing with and provision of galvanized mild steel wire, stapples or steel pins etc complete all as as specified and directed by Engineer-in-Charge. |
| 26 | M&L for pre-formed bituminious filler board, 25 mm thick and top 25 mm primed and sealed with sealing compound Grade A in crumple section of expansion joints complete all as specified and directed by the Engineer-in-Charge. |
| 27 | M&L for preparation of newly plastered surfaces of walls, pilasters, cornices, etc., and applying two coats of cement based paint over a coat of primer complete all as specified and as directed by Engineer-in-Charge. |
| 28 | M&L for preperation of new steel surfaces of any description, not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge. |
| 29 | M&L for preperation of newly plastered surfaces of walls and Painting plastered surfaces over 10 cm width or girth and applying two coats ofluminous paint (Painting lines, dashes, arrows, letters etc.,) complete all as specified and as directed by Engineer-in-Charge. |
| 30 | S&F PVC (SWR) pipe, 110 mm bore, single socketed in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engineer-in-Charge. |
| 31 | S&F 0.71 mm thick plain, aluminium sheeting, Alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) complete all as specified and as directed by Engineer-in-Charge. |
| 32 | Dismantling fencing posts or struts (wood, steel or RCC.) any section, complete all as specified including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer-in-Charge. |
| 33 | Dismantling of wire fencing of any type, complete all as specified and as directed by Engineer-in-Charge. |
| 34 | Demolition of brick or stone masonry, built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stone complete all as specified and as directed by Engineer-in-Charge. |
| 35 | M&L for Sand cushioning to Underground cable 8 cm thick before laying the cable and 15 cm above the cable as specified in SSR including punning down of sand in layer complete all as specified and as directed by Engineer-in-charge.Note:(i) Consolidated/ Punned sand thickness shall be considered for purpose of payment.(ii) Sand shall be same as specified for plastering work. |
| 36 | Supply and Laying of bricks well burnt sub class B (old size) laid flat for cable protection (width of protection equal to the length of bricks) complete all as specified and directed by Engineer-in-Charge. |
| 37 | Supply, laying and testing of LT cable, XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty), 1100 volts grade with stranded aluminium conductor of size 50 Sqmm, 3.50 core including fixing on LT panel/ LT poles with thimble, nut, bolt, washer etc., complete all as specified and as directed by Engineer-in-Charge. |
| 38 | All as per Serial Item No. 37.00 here-in-before but of size 25 Sqmm, 4 core. |
| 39 | S&F heat shrinkable type Cable Jointing Kit,end termination, suitable for 1100 V grade XLPE cable of size 25 Sqmm, 4.0 core complete all as specified and as directed by Engineer-in-Charge. |
| 40 | S&F 40 mm bore Tubes, ‘light grade’, galvanized iron with all fittings, laid in trenches or fixed along poles with mild steel clamps, as protection to cable, complete all as specified and as directed by Engineer-in-Charge. |
| 41 | Supply, installation, commissioning and testing of LT Panel, outdoor type, double door, Kiosk type, CPRI approved, LT (415 Volts, 50 Hz , 3-phase, 4 wire supply), floor mounted, factory assembled, weather and vermin proof, made out of 3.15 mm thick CRCA sheet, openable from front and rear side, with rubber lining, locking arrangement, painted externally and internally with powder coated paint (first quality) complete mounted on MS channel of min size 75 mm x 40 mm, embedded in PCC and including under mentioned fittings/ items in independent compartment with sufficient working space complete all as specified and directed by Engineer-in-Charge :- |
| 42 | INCOMING :(i) Bus barAluminium of 200 Amp cap on epoxy insulators-01 Set (04Nos)(ii) MCCB, 4 Pole, 415V, 25KA, 63 Amps - 01 No.(iii) Multi function meter for measuring V, A, F, kW, KVA includingCTs of suitable capacity.(iv) Indicator lamps RYB LED type (Set of Three)-01 NoOUTGOING :(i) MCCB 40 A, 415 V , 3 pole with over load short circuit protection, breaking capacity 16 KA-02 Nos.(ii) Power contactor with digital timer and manual switch on panel outdoor-01 Nos(iii) Wiring of above accessory with suitable size of copper conductor cable. |
| 43 | Note :-(i) All MCCBs/ instruments/ MCBs/ Bus Bar shall be housed in a separate housing with on-off latches in the housing. (ii) Space for provn of one extra MCCB should be provided in the panel. |
| 44 | Supply and fixing LED street light fitting, 60 Watt, 230 V, AC, PF > 0.9, lumens 100/watt, outdoor type with high pressure die cast aluminum housing and heat resistant complete with driver, lamp with impact and corrosion resistant including thermal management in multiple optics complete with IP 66 protection and testing complete all as specified and as directed by Engineer-in-Charge. |
| 45 | M&L for security/ street light mounting bracket made out of 32 mm bore GI \"Light grade\" pipe 1.50 Metre long bent to required shape as in bracket for street light fittings fixed with two pair of MS flat iron clamp of size 30 mm X 6 mm thickness of required shape with nuts, bolts and washers of suitable size and fixed to steel tubular pole including painting of bracket surface complete all as specified and as directed by Engineer-in-Charge. |
| 46 | Supply and erecting Steel tubular swaged poles, 9.00 metre long, type 410 SP-31 conforming to IS 2713, complete with and including cast iron/ mild steel base plate, finial taper plug, bolts, nuts & washers etc., as specified, including drilling of necessary holesincluding paintingtopolesup to 1200 mm height (from top of PCC coping) with twocoats of synthetic enamel paint in alternate strips 300 mm high each in yellow and black paint and rest exposed surface of pole with two coats aluminium paint over a coat of red oxide zinc crome primer and black bituminous paint on embeded portion of pole and numbering on poles including dismantling of old unsv RCC pole complete all as specified and directed by Engineer-in-Charge.Note : Excavation & earthwork, foundation concrete will be measured & paid for separately under respective item(s) of schedule A. |
| 47 | M&L for Cement Concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) in foundation, filling for poles/ struts/ stays assembly including provision of necessary form work complete all as specified and as directed by Engineer-in-Charge. |
| 48 | M&L for Cement Concrete 1:3:6, type C-1 (using 20 mm graded crushed stone aggregate) in coping/ padestal to poles including provision of necessary form work, finishing the exposed surface even and smooth in cement mortar 1:3 and applying two coats of white wash complete all as specified and as directed by Engineer-in-Charge. |
| 49 | S&F FRP Junction box of size 200mmx140mmx95mm for street light pole including one MCB 6 Amp, SP and terminal, fixed with M.S clamps, nuts, bolt and washer of approved size for LT street light pole complete all as specified and as directed by Engineer-in-Charge. |
| 50 | Supply & Fixing PVC insulated, PVC sheathed, 3 core, copper conductor, flexible round cable of size 2.50 Sqmm for connection of street light fittings complete all as specified and as directed by Engineer-in-Charge. |
| 51 | Material & labour for Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine for inserting of pipe upto 100 mm dia bore complete all as specified and as directed by Engineer-in-Charge.Note1. Length of bore hole under road/ pavement shall be as per site reqirement.2. Pipe shall be measured and paid separately under respetive items. |
| 52 | Supply and laying HDPE, double wall corrugated (DWC) pipes (ISI marked), 40 mm bore, SN-4.0, conforming to IS 16098 part II, laid in trenches including jointing accessories and fittings complete all as directed by Engineer-in-charge.Note: Excavation, earth work etc., shall be measured and paid separately. |
| 53 | Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm thick burried directly in ground (earth pit not less than 2.25 Metre deep below ground level) with top edge of the plate not less than 1.5 Metre below normal ground level, connected to galvanised earth lead strip 32 x 6 mm by means of bolts, nuts, check nuts and washers of GI or steel all as shown in electrical plate No. 3 of SSR Part-I connected to earthing test point panel all as specified or indicated and testing on completion as directed by the Engineer-in-Charge including necessary excavation & earth work in any type of soil, funnel, PCC chamber in 1:3:6, type C-1, Cast Iron pit cover and frame, charcoal, salt including earth lead strip protected by 40 mm dia light grade GI pipe and 20 mm dia medium grade GI Pipe for watering complete all asspecified and as directed by Engineer-in-Charge. |
| 54 | Note :-(i) Earth lead strip 32 x 6 mm and GI 40 mm dia protection pipe upto 7.5 mtr length will be deemed to include in the unit rate quoted.(ii) On testing after completion if the desired earth resistance is not obtained the earthing will be redone at no extra cost. |
| 55 | Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm thick burried directly in ground (earth pit not less than 2.25 Metre deep below ground level) with top edge of the plate not less than 1.5 Metre below normal ground level, connected to galvanised earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of GI or steel all as shown in electrical plate No. 3 of SSR Part-I connected to earthing test point panel all as specified or indicated and testing on completion as directed by the Engineer-in-Charge including necessary excavation & earth work in any type of soil, funnel, PCC chamber in 1:3:6, type C-1, Cast Iron pit cover and frame, charcoal, salt including earth lead wire protected by 15 mm dia light grade GI pipe and 20 mm dia medium grade GI Pipe for watering complete all asspecified and as directed by Engineer-in-Charge. |
| 56 | Note :-(i) Earth lead wire and GI 15 mm dia protection pipe upto 7.5 metre length will be deemed to include in the unit rate quoted.(ii) On testing after completion if the desired earth resistance is not obtained the earthing will be redone at no extra cost. |
