|
| 1 | Demolition of reinforced cement concrete, (other than ground floors), shelves, chajjas, slabs and similar work carefully and matching to adjoining disturbed surfaces all as directed. |
| 2 | M & L RCC M-25 design mixas in foundation including footings foundation beams, plinth bases for columns etc all as specified and directed. |
| 3 | M & L RCC M-25 design mixas incolumns etc all as specified and directed. |
| 4 | M & L RCC M-25 design mixas inbeams etc all as specified and directed |
| 5 | M&L RCC M-25 Design Mix, using 20 mm graded aggregate as in slab( vertical), shelves etc.all as specified and directed. |
| 6 | Use and waste of form work to faces of walls retaining walls,abutments, parapets and similar work including attached pillasters,buttresses etc, vertical or to batter. |
| 7 | Use and waste of form work to sides of concrete foundation,footing , base of column roungh finshed surface of concrete |
| 8 | Use and waste of form work to sides of column, rough finished flat surface area. |
| 9 | Use and waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders , bressummers , lintels , cantilevers, shelves including supports, verhangs etc also plays between floors and beams etc. |
| 10 | TMT steel bars 10mm dia & over in reinforcement, cut to length, bend to shape required, including craking bending spirally for hooking ends and binding with including mild steel wieres(annealed) not less than 0.9mm dia or securing with slips. |
| 11 | All as per item No 10 above but8 mm dia and over upto and including 10mm dia in strirups spacers and binders |
| 12 | S&F galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia bars and 75mm spacing and straining and fixing to any type of standard rails straining bold, inc securing or typing at crossing with galvanised mild steel wire staples or steel pins (each line wire to be measured ) |
| 13 | Dismantling of wrought iron or mild steel work of any description lile purlin, post etc not othewise provided for complete all as specified and directed. |
| 14 | S & F roof trusses framed ,trussed (beam, tee , angle , channel ,tups, pipes etc ) including distance pieces , cleat FE -410 W (Gde E 250 quality A ) |
| 15 | M & L framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles , as necessary , gusset plates , riveting etc n. exc 10 kg each brackts , confirming to 290 Gde E-165 (Brackets over 10 Kg each to be measured under \" structural Steel \" complete all as specified and directed. |
| 16 | S & F stairs (framed) including stringers , treaders , landing , balusters, hand raiils etc including cleats , brackets etc confirming to Fe 410 W (Gde -E-250 quality A) complete all as directed. |
| 17 | Plates (plain or chequrred ) channels , square cut or notched (ordinary and counter sunk ) forming holes, with riveted , bolted or welded attachment confirming to Fe -410 W(Gde -E-250 quality A) complete all as directed. |
| 18 | M &L Two coat of synthetic enamel paint to steel surface over a coat of rex oxid primer n exc 10 cm width or girth incl preparation of new surfaces |
| 19 | Excavation in trenches in soft/loose soil, depth n.exc 1.50 m and gettingout in soft/loose soil |
| 20 | M&L PCC 1:4:8Type D-2 using 40mm size graded stone aggregate as in fdn filling mass concrete. |
| 21 | M & L for Hard core of broken stone or boulders 150 mm thick spread thickness of guage n exc 63 mm deposited spread and levelled in n exc 15 cm thick watered and rammed to a true surface |
| 22 | Dismantling plain or corrugated steel sheeting , any guage , thickness , in roof covering |
| 23 | S & F pre painted galvalume aluminum 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 screws as specified. |
| 24 | All as above but plain in ridges complete all as specified and directed |
| 25 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises |
| 26 | M&L for 75 mm thickPCC 1:3:6 Type C-2 using 40mm size graded stone aggregate as inbedding of footpath |
| 27 | M & L for15 mm thick screed bed in CM 1:6 for laying of floor finish complete all as specified and directed. |
| 28 | S &F chequered cement concrete coloured tiles (glossy finish) 30cm x 30cm x 25 mm thick set, jointed and pointed in neat cement slurry with grey cement and pigment complete all as specified and directed. |
| 29 | Demolition of brick work built in cement mortar including all quions, arches pillars etc. all as specified and directed. |
| 30 | M&L brick work using sub class ‘B’ bricks (old size) straight or curved in plan to any radius in half brick work built in CM 1:4 complete all as specified. |
| 31 | M&L brick work using sub class ‘B’ bricks (old size) straight or curved in plan exc 6 mtr mean radius in CM (1:6) complete all as specified. |
| 32 | Removing excavated materials n.exc 50 mtrs and depositing where directed at a level n exc 1.50mtrs the starting point complete. |
| 33 | Returning/Filling in trenches in layer n exc 25 cm thick including watering well ramming etc. |
| 34 | Excavation in trenches not exc 1.5 m in depth and not exc 1.5 m wide for taking out/laying XLPE cable/CI/GI pipes and getting out in soft/loose soil complete all specified/directed |
| 35 | Excavating in Trenches, exc. 1.50 Metre but not exc. 3.00 Metre in depth, for Foundation of Pole/Stays, etc. and getting out in Soft/ Loose Soil, complete all as specified anddirected by Engineer in Charge |
| 36 | Removing excavation soil at a distance not exc 50 m and deposited where directed complete all as directed. |
| 37 | Returning,filling in including spreading, leveling, watering and well rumming in layers not exc 25 cm complete all as directed. |
| 38 | M&L for sand cushioning with clean dry sand for protection of under ground cable complete all as specified and as directed. Note :- Punned thickness of sand layer shall be measured and paid to contractor. |
| 39 | M&L for Brick Sub Class \"B\" locally available best quality laid in trenches with width equal to length of the bricks, above sand cushioning for cable protection completeall as specified and as directed. |
| 40 | S&F in replacement of light grade galvanised pipe of bore 40 mm fixed to wall/ceiling with suitable nuts and boltor fixed to pole with suitable bracket, nuts and bolts or laid in trenches after drawn through electric cable complete all as specified and directed. |
| 41 | Supply,laying in repair in trenches of XLPE UG cable insulatedaluminium stranded conductor served with an inner sheathing or PVC tape heavy duty armoured upto 1100volts (earthed) GI steeel strip and overall PVC sheathed nominal cross sectional area 16 sqmm 4 core and testing complete all as specified and directed. |
| 42 | Supply, fixing, errecting in trully vertically position steel tubular swaged welded pole complete with cast iron base plate, finial taper plug, bolts, nuts, and screws as specified type 410 SP - 31 (9 mtr long) including one primer coat, one under coat, one finishing coat of aluminium paint, marking of pole numbers and making 3 Nos of black colour strip and 03 nos yellow colour strip in alternate layer 15 cm wide on equal distance from coping including suitable size of PVC cable jointing box with nut bolts and MS clamps made out with 20 x 5 flat iron complete all as specified and as directed. |
| 43 | M&L for cement contrete 1:3:6 type C- 2 40 mm graded stone aggregate as in foundation of pole filling and mass concrete in complete all as specified and as directed. |
| 44 | M&l for cement contrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in roof, kerb or mud stops rounded or charged on edges ,coping etc complete all as specified and as directed. |
| 45 | S & F cable of size 1.5sqmm3 core PVC insulated and FRLS PVC round shethed,copper conductor (flexible) 1100volts , conforming to IS 694 for connecting security light from junction box and nacked overhead conductor to security light end terminal as directed. |
| 46 | Supply and fixing LEDstreet lights not less than 60W with a single piece of pressure die cast aluminium housing and secondary optics and individual LEDs for a better light distribution and control with IP66 degree of protection and integrated driver with 10KVsurge protection complete as per manufacturer\"s instructions. |
| 47 | M & L for making swan neck end size of not exc. 32mm GI pipe length not less than 1.2 mtr for mounting street light at top of existing LT pole includingClamp, cutting, welding, reaming, finishing ,bending in appropriate size at existing location as directed . |
| 48 | Supply and fix loop in loop out junction box (Suitable for 10-16 Sqmm) with SP 6-32 amp, IP 65 / IP 66 protection halogen free andweather proof of size (155x210x92) mm, fixed to Pole with suitable clamp including nuts and bolts and washers incl provision of connector fixed to pole all as directed. |
| 49 | Material & Labour for earthing with galvanised steel earth plate electrode of size 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5m below normal ground level,connected to the galvanised earth lead by means of bolts, nuts check nuts and washers of galvanised iron or steel using GI or steel wire 4 mm dia as earthing lead as shown in electrical plate No. 3 of SSR Part-I connected to earthing test point all as specified or indicated including testing on completion including necessary excavation and earth work in soft/loose soil, returning filling, disposal of surplus soil, earth pit in PCC 1:3:6 type C-1 using 20mm graded stone aggregate pit, funnel, 20mm dia GI medium grade watering pipe, 15mm dia GI light grade earth lead protection pipe, CI frame and cover, wire, copper lugs etc mesh, charcoal and common salt in alternatee layer of 15 cm complete all as specified and directed by Engr-in-Charge. |
| 50 | NOTES :-1.For the items for which specifications not mentioned any where in the tender, the IRC specifications shall be followed. 2.Unless otherwise specified the rates for PCC shall deemed to include the cost of formwork shuttering etc., required for complete and proper execution of the work. Refer Schedule \"A\" notes for details. |
