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| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and as directed. |
| 2 | Material and labour forHard core of gauge n.exc 63mm deposited spread and leveled in layers n.exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 3 | M &L for PCC 100 mm thick type B2 (1:2:4) using 40 mm graded aggregate as in hardstanding with necessary formwork etc complete all as specified and as directed. |
| 4 | Material and labour forMachine pressed coloured precast concrete interlocking paver block any shape/size confirming to IS 15658-2006 of 60 mm thickness M 35 grade with grey cement and no pigment complete all as specified and as directed. |
| 5 | Material and labour forsand filling under floor or in foundation including watering and consolidation, spreading leveling in layers n exc 25 cm thick for paver blocks complete all as specified and as directed By Engineer-in-charge. |
| 6 | Supply and fix Rooftruss (framed) Fe 410-W(Gde E-250 quality A)trussed, purlin, crane, gantries, rails, fastening and heavy bracket framing (Beam, Tee, angle, channel, flat section) including distant pieces , cleats etc complete all as specified and as directed By Engineer-in-charge. |
| 7 | Supply and fix Plates (Plane or Chequered) Fe 410-W(Gde E-250 quality A)Channels, square cut, notched (ordinary and counter sunked)forming holes without anyattachment with riveted, bolted or welded attachment complete all as specified and as directed By Engineer-in-charge. |
| 8 | Supply and fix Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confirming IS 1161-1979 grade st-240 complete all as specified and as directed. |
| 9 | Supply and fix Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screw complete all as specified and as directed By Engineer-in-charge. |
| 10 | Material and labour for preparation of new steel surface exc 10 cm width or girth and applying two coat of synthetic enamel paint on steel surfaces over a coat of red oxide complete all as specified and as directed. By Engineer-in-charge. |
| 11 | Excavating in post holes soft/disintegrated (or similar holes) each n exc.0.5 cum gettingout , returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding |
| 12 | Excavation in trenches notexceeding 1.5 metres wide and 1.5 metres in depth and getting out Hard/dense soil complete all as specified and as directed. |
| 13 | Removing excavated material soil n exc 50 m and depositing where directed at level n exc 1.5m above the starting point complete all as specified and as directed . |
| 14 | Returning, filling in in, including spreading leveling watering and well ramming in layers not exceeding 25cm.complete all as specified and as directed. |
| 15 | Material and labour forPCCType D-2 1:4:8 (40mm graded aggregate)as in foundation filingand mass concrete complete all as specified and as directed. |
| 16 | Material and labour forPCCType B-2 1:2:4 (40mm graded aggregate)cement concrete in surface channel and drains complete all as specified and as directed. |
| 17 | Material and labour forPCCType B-0,1:2:4 (12.50mm graded aggregate) ,as in coping of drain complete all as specified and as directed. |
| 18 | Material and labour forRendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finishing even and smooth with (using extra cement )complete all as specified and as directed. |
| 19 | Material and labour for 300mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and as directed. |
| 20 | Material and labour forplain cement concrete in foundation filling and mass concrete Type D-2 1:4:8 (40mm graded aggregate) complete all as specified and as directed . |
| 21 | Material and labour forprecast cement concrete block masonry with solid blocks of PCC 1:3:6type C1 with 20 mm graded aggregate exc 10 cm in width and setting in CM:1:4 complete all as specified and as directed By Engineer-in-charge. |
| 22 | Material and labour forPrecast cement concrete Type B1 1:2:4 (20mm graded aggregate) as in Landing cover slab ( for Manholes etc) includingformwork complete all as specified and as directed By Engineer-in-charge. |
| 23 | Material and labour for Mild steel TMT bars 6mm to 8mm cut to length, bent to shape required including cranking, bending spirally for hooping as in cover slabcomplete all as specified and as directed. |
| 24 | Material and labour forRendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finishing even and smooth with (using extra cement ) complete all as specified and as directed. |
| 25 | Supply and fix 300mm dia reinforced cement concrete pipe, class NP2 laid and jointed complete with collars complete all as specified and as directed |
| 26 | Material and labour forConcrete bed to drain pipes including packing under, and haunching against the side of pipe after they are laid and tested in cement concrete 1:4:8 type D-2 bore of pipe 200mm complete all as specified and as directed |
| 27 | Material and labour for225mm dia Cutting into existing manholes for concreting new drains, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required. |
| 28 | Taking down barbed wire all as specified by Engineer-in-Charge. |
| 29 | Taking down Single layer concertina coil all as specified and as directed. |
| 30 | Dismantling structural steel work including doors, gates but excluding framed truss etc. |
| 31 | Demolition of reinforced Concrete (below or above ground level) |
| 32 | Material and labour for RCC M30 design mix for Columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 33 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surfaces of concrete flat. |
| 34 | Material and labour for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with and including mild steel wire (annealed) not less then 0.9mm dia or securing with clips as specified and as directed. |
| 35 | All as item No 06 above but 6 to 8mm dia cut to length bend to shape required including cranking, bending, spirally hooping for stirrups, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified. |
| 36 | Material and labour forPCC 1:2:4 type B1 using 20mm graded aggregate as in coping and benching including weathering slightly rounded or chamfered angles and throating as directed including form work. |
| 37 | Supply and fix MS angle iron in fencing posts & struts 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 riveting, etc., and similar work conforming to Fe-290 Gde E-165 |
| 38 | Material and labour forapplying two coats of synthetic enamel paint over a coat ofred oxide inc chrome including preparation of new steel surfaces any description exc 10cm width or girth as specified and directed. |
| 39 | Material and labour for rendering 5mm thick in CM 1:4 with WPC over a coat of 10mm thick in CM 1:6 on other than fair faces of brick or concrete surface and rendering is to be finished even and smooth (without using extra lime or cement) |
| 40 | Supply only Liquid water proofing compound |
| 41 | Material and labour forpreparation of new plastered surfaces and walls applying two coats of cement base paintover a coat of alkali resistant primer complete all as specified and as directed |
| 42 | Supply and fix Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing 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) |
| 43 | Supply and fixing single layer concertina coil fencing with punched tape concertina coil 600mm dia 10 m openable length (total 90m) having 50 nos of round per 6m length with existing angle iron Y shaped placed 2.4m or 3mapart with 9 horizontal RBT reinforced barbed wire stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to iron angle complete all as specified and as directed. |
| 44 | Material and labour for applying two finishing coat of cement based paint over a coat of alkali resistant primer including preparing of old surfaces with complete removal of existing treatment complete all as specified and as directed |
| 45 | Excavation in trenches Soft/disintegrated, not exceeding1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, valve pits, wells, cesspits, manholes, pier holes, laying of cables/pipes etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out inSoft/disintegrated soil complete all as specified and directed. |
| 46 | Supply & laying GI Tube medium grade with all fitting (union, elbow, socket) , flanges, nut & bolts laid in trenches complete of 50mm bore size |
| 47 | All asper item No.46 but fixed to wall/Ceiling or laid on floor with all fitting (union, elbow, socket) , flanges, nut & bolts of25mm bore size. |
| 48 | Supply and fix in repairs gun metal gate valve with iron head wheel screwed both ends for iron pipe, fixed in repairs with ISI mark all as specified and directed(a)50mmsize |
| 49 | (b)25mmsize |
| 50 | Cutting existing steel tubing for alterations or additions (Each cut measured) of 50 mm bore size as per required and specified by Eng In Charge. |
| 51 | Material and labour for Earthing complete with galvanisediron plate 600×600×3.15 mm thick buried directly in ground earth pit not less than 2.25 metres deep below normal ground level with top edge of the plate not less than 1.5 metres below normal ground level connected to GI strip size 25×4 mm thick by means of nuts/bolts, check nuts and washers of brass as shown in electrical plate No. 5 of SSR part-I including necessary excavation and earth work, GI pipe 15 mm bore light grade for watering with Funnel, wire mesh and protection to earthing strip shall be provided with GI pipe light grade 32 mm dia up to 7.5 metre from the earth plate electrode and refilling of soil including adequate quantity of charcoal dust and common salt etc & earth work in any strata, PCC pit chamber in cement mortar1:3:6 type C-2 with 40 mm thick Precast RCC cover slab 1:2:4 type Bwith 8 mm dia TMT bar and handle with lifting hooks including testing any type complete all as specified and directed by Engr-In-Charge. |
| 52 | Supply and layXLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 16 sqmm and 4 core as specified and directed by Eng. In Charge. |
| 53 | Supply and layXLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 50 sqmm and 4 core as specified and directed by Eng. In Charge. |
| 54 | Supply & Fixing sheet moulding compound junction box (SMC) suitable for terminating 2 Nos 4 x 6/10/16 Sqmm UG cable including one in Nos MCB SP 0.5 Ampsincluding cable glands of 2 Nos, and two way connector 1 No, including dismantling old one complete all as specified and directed.Note : MS Clamp, nut, bolt and washer measured and paid separately. |
| 55 | Material and labour for Double Wall Corrugated (DWC) High density polyethylene pipes (HDPE) of 40mm dia laid in trenches for cable protection complete all as specified and directed. |
| 56 | Supply and fix LED street light fitting 100 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impactand corrosion resistant including thermal management in multiple optics complete withIP 65/66 protection complete. |
| 57 | Supply, erecting and fixing in replacement of true vertical position, steel tubular swaged pole (410 SP-55) 11.0 metre long, complete with cast iron base plate, pole cap / finial taper plug, bolts, nuts and washers, welded reduced section and longitudinal weld throughout entire length of pole including 2 coats of black bituminous paint externally up to planting depth and remaining exterior portion of pole shall be provided withtwo coats of aluminium paint overone coat of red oxide primer and including taking down existing old unserviceable poles complete all as specified and directed. (Numbering of the poles shall be done with synthetic enameled painted letter of shape & size as directed.) Note :- Excavation including earth work and PCC foundation will be measured and paid separately. |
