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| 1 | Earth work excavation in all kind of soil by mechanical means (Hydraulic excavator) in over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified anddirected. |
| 2 | All as per Sl. item No 1 above but exc 1.5 m wide and not exc 3.0 mtr deep and getting out any type ofsoil complete all as specified anddirected. |
| 3 | All as per Sl. item No 1 above but exc 3.0 m wide and not exc 4.50 mtr deep and getting out any type ofsoil complete all as specified anddirected. |
| 4 | Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sq m on plan and not exc 1.5 m in depth and getting out any type ofsoil complete all as specified anddirected. |
| 5 | M&L cement concrete type D- 2, 1:4:8 (using 40mm graded aggregate) in foundations, filling and mass concrete complete all as specified anddirected. |
| 6 | M&L Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m meanradius built in 1:6 complete all as specified anddirected. |
| 7 | M&L for 300 mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified anddirected. |
| 8 | Rendering 15 mm thick on fair faces of brick /concrete surfaces in cement mortar (1:4) mixed with water proofing compoud 3% by wt of cement finishing the surfaces even and smooth without using extra cement.(Note: WPC shall be measured and paid seperately) |
| 9 | M& L forProviding, Plain cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate)in lintels upto1.5m clear span,cills,steps; seismic and other similar bands, plinth courses,lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones,complete all as specified anddirected. |
| 10 | Providing precast cement concrete Type B1, 1:2:4 (using 20mm graded stone aggregate) in landings, cover slabs (for man holes etc.), chajjas, shelves and similar articles with plain faces complete all as specified anddirected. |
| 11 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) |
| 12 | M&L RCC M20 nominal mix with using 20mm gradded stone aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings and in shelves and the like complete all as specified anddirected. |
| 13 | M&L Mild steel TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping forcolumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 14 | M&L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping forcolumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified anddirected. |
| 15 | M&LFramed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framedbalusters; walk ways; railings; framework of water tanksand similar work conforming to Fe.290.Gde-E-165 |
| 16 | M & L for Sand cushionin floors or pavings,spread ,levelled and rammed including wateringand consolidation complete all as specified anddirected. |
| 17 | M&L Moorum/red bajri filling in floors or pavings, laid in layers not exc. 15 cm thick spread, levelled and rammed including watering complete all as specified anddirected. |
| 18 | M& L for Hardcore broken stone boulders of gauge not exc. 63 mm, deposited, spread and levelled in layers not exc. 15 cm thick,wateredand rammed to a true surface complete all as specified anddirected. |
| 19 | M& L for loose filling with pea gravel of size 1/8\" to 3/8\" to as in filter bed deposited, spread and levelled in layers not exc. 15 cm thick,wateredand rammed complete all as specified anddirected. |
| 20 | Drilling of hole in any strata by mechanical percussion or rotary ring method below ground level including electric loging through any type of strata soil/rock disposal of soil with in 10 mtr keeping space for pea gravel packing and including lowering and extraction of perforated PVC pipe of dia 200mm complete all as specified anddirected. (Note: Perforated PVC pipe shall be measured and paid seperately) |
| 21 | S&F perforated PVC pipe 200mm dia in any length and fixed in any position including inverted earthern pots with hole on top complete all as specified anddirected. |
| 22 | M&L Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soilcomplete all as specified anddirected. |
| 23 | M&L Removing excavated material exc 250 m and not exc 500m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified anddirected.. |
| 24 | Excavating in trenches not exc 1.50 m inwidth and not exc 1.50 min depth for foundation,manholes etc as well as not exc 10 sqm on plan areaand getting out in soft/loose soil all as specified anddirected. |
| 25 | Removing surplus excavated material to a distance not exc 50 metre and not exc 100 metre and depositing where directed at a level not exc 1.5 m above the stafrting point. |
| 26 | M&L Brickwork with fly ash bricks old size, straight or curved on plan exc 6m mean radius, built in cement mortar (1:6) all as specified and directed. |
| 27 | M & L for rendering 10mm thick in cement mortar 1:4 on fair faces of brick walls or concrete surfaces complete all as specified anddirected. |
| 28 | M&L for cement concrete 1:3:6 type C2 using 40 mm graded crushed stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement all as specified and directed. |
| 29 | S&F for 75mm thick steel fibre reinforced (SFRC) drain cover slab with iron frames (medium) complying to the standard specifications as mentioned in the IS 12592 BIS Standard minimum load bearing capacity 5 ton/Sqm in square, rectangular or circular shape complete all as specified anddirected. |
| 30 | S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall 75mm bore for weep holes to drain all as specified and directed. |
| 31 | M&L for 300 mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) including PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to SGSW/NP2 drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified anddirected. |
| 32 | Excavation in post holes (soft/loose soil) each n.exc.0.5 cum, getting out, RFRand ramming with earth or broken rubble mixed wth earth around in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exc. 50m all as specified and directed. |
| 33 | M&L for rolled mild steel work angle iron,MS flats including embeding in concrete and screwing etc 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 riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified anddirected. |
| 34 | Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and staraining and fixing to any type of standard rails staining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc all as specified anddirected (each line wire to be measured). |
| 35 | Supply only mild steel round bars 10mm dia as line bars for fixing chain link fencing |
| 36 | M&L for mild steel screwe bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long but n.exc 10cm long and dia of neck not less than 11mm to 15 mm. |
| 37 | Fixing only chain link fencing including line wire any mesh, size and type of standard rails straining bolts etc including provision of binding wire all as specified and directed. |
| 38 | Supply only chain link MS galvanished fencing of any size 4mm dia all as specified anddirected. |
| 39 | M&L Preparation of new steel surface of any description not exceeding 10cmin width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer. |
| 40 | M&L for applying two coats of synthetic enamel paint over a coat of red oxide on new steel surface not exc 10cm in width or girth when connected with other painting or when painted in different tint. |
| 41 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil. |
| 42 | M&L 15mm thick cement plaster on brick surface to other than fair faces in cement mortar (1:4), finished fair & even without using extra cement. |
| 43 | M&L Reinforced concrete pipes, class NP-2 of 300mm bore laid and jointed complete with colars in cement mortar. |
| 44 | M&L Reinforced concrete pipes, class NP-2 of 150mm bore laid and jointed complete with colars in cement mortar. |
| 45 | PCC (1:3:6) type C-2 using 40mm graded stone aggregate Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested;haunching against sides of 300 mm nominal bore of pipes after they are laid and tested in trenches complete all as specified anddirected. |
| 46 | PCC (1:3:6) type C-2 using 40mm graded stone aggregate Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested;haunching against sides of 150 mm nominal bore of pipes after they are laid and tested in trenches complete as specified pipe |
| 47 | Preparing newly plastered surfaces of walls and applying two coats of cement base paint all as specified and directed. |
| 48 | M&LPre-cast (Factory casted) cement concrete Kerb block casted in PCC (1:2:4) Type B-1 using 20mm graded stone aggregates with plan or interlocking joints (as directed)with solid blocks, exc. 10 cm in width and setting and jointedin cement mortar 1:6, complete all as specified anddirected. |
| 49 | Material & labour for Glozy finish concrete coloured tiles with pigment of size 300 mm x 300 m x 25 mm thick laid over and including 20 mm thick cement mortar screed in CM 1:6 as in floors complete all as specified anddirected. |
| 50 | M&L for 100mm thick plain cement concrete type D2 1:4:8 (using 40mm graded stone aggregate) as sub base floor |
