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| 1 | Demolition ofcement concrete (unreinforced) of any description and in any position not otherwise specifically provided for edging of footpath and removal of rubbish off the site complete all as specified and directed. |
| 2 | Surface dressing n.exc 15 cm deep in soft / loose soil all as specifiedincluding clearing away all grass vegetation, saplings, shrubs, brush wood, under growth, roots and trees n. exc. 30cm girth and removing rubbish upto a distance of 50 metre out of the periphery of the area completeall as specified and as directed. |
| 3 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilNote : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 4 | Excavation over area n.exc 1.50m deep and getting out soft/loose soil complete all as spd and directed. |
| 5 | Removing excavated material of soiln.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point complete all as spd and directed. |
| 6 | M&L for rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne power roller complete all as spd and directed. |
| 7 | M&L for moorum/red bajri/clinker filling in floors or pavings, laid in layers n.exc 15cm thick spread, levelled and rammed including watering complete all as spd and directed. |
| 8 | M&L forpavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6(ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. |
| 9 | M&L for hardcore of gauge not exceeding 63 mm of brokenstone, deposited, spread and levelledlayers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 10 | M&L for boulder pitching exc 30cm but n.exc 50cm long, laid dry, hand packed tightly complete all as spd and directed by Engr-in-Charge. |
| 11 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 12 | M & L for PCC (1:4:8) Type D2 using 40 mm graded crushed stone aggregate used as in sub base floor/pavings and finishing complete all as specified and as directed. |
| 13 | M&L for brick work with old size fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:6 all as specified as directed. |
| 14 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar (1:4 )finish fair and even complete all as specified and directed. |
| 15 | M&L for prepration of newly plastered surfaces of wall andapplyingtwo coat of cement base paint over one coat of alkali resistanseprimer complete all as specified and directed. |
| 16 | M&L for cement concrete type C-1, 1:3:6 (using 20 mm graded stone aggregate) in surface channels and drains for benching complete all as specified and directed. |
| 17 | M&L for pre-polished factory made 60mm thickness precast concrete interlocking paver block any size and shape with grey cement and pigment confirming to IS 15658-2006 of M-35 Gradecomplete all as specified and directed. |
| 18 | M&L for factory made precast kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified as directed. |
| 19 | Supplying and laying in repairs of PVC underground drainage sewer system pipe bearing 160 mm dia SN 4 including jointing with couplar, bend tee as per site requirement complete laid in trenches or floors complete all as specified and directed. |
| 20 | M&L for preparation of concrete kerb stone or plaster surface of any description not otherwise described over 10cm width or girth and applying two coat of water based floor coat paint emulsion over one coat of self priming coat emulsion by diluting with 30% to 40% watercomplete all as specified and directed by Engr-in-Charge. |
| 21 | Supply and fixing in repair metal tubular dealineator made out of ABS round body fitted with2 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed. |
| 22 | Preparation of beds for hedging and shrubbery by excavating 30 cm deep , refilling the excavated earth after breaking clods or of good soil and mixing with Combine equal parts of topsoil, sand, and compost, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete including Grassing with mexican grass lawn including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if neededIn rows 5 cm apart in both directions(cost of soil, compost and grass seed are deem to be included in the quoted rate) |
