SPECIAL REPAIR TO EXISTING SEWAGE PIPE LINE AND MAIN HOLE NEAR BLDG NO T 04 T 52 T 55 TO T 66 AND VARIOUS LOCATION AT MIL STN DHRANGADHRA

Amount

Excavation over areas not exceeding 1.5m in depth and getting out in hard/dense soil complete all as specified and directed.

Excavation over areas not exceeding 1.5m in depth and getting out in hard rock complete all as specified and directed.

Excavation over areas exceeding 1.5m in depth but not exceeding 3m in depth and getting out in hard/dense soil complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed.

Excavating in trenches not exceeding 1.5m wide and exceeding 1.5 m but not exceeding 3.00m in depth for foundation of pole, laying of cables etc in hard/dense soil and getting out.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for manholes, septic tanks, wells etc not exceeding 10 sqm on plan and getting out in hard rock complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide and exceedng 1.5m in deptch but not exceeding 3m in depth for foundation etc or for manholes, septic tanks, wells etc not exceeding 10 sqm on plan and getting out in hard rock complete all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layer not exc 25 cm with soil obtained from excavation.

Removing excavated material (Soil) not exc 50 mtr and depositing where directed at a level not exc. 1.5 m above the starting point all as specified and as directed.

M&L for loose filling with broken bricks in soakage pits, soakage wells complete all as specified and directed.

M&L for plain cement concrete (1:4:8) type D2, using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and directed.

M&L for plain cement concrete (1:5:10) type D-2 using 40 mm graded stone aggregate as in filling in sunken floors etc. complete all as specified and directed.

M&L for cement concrete (1:2:4) type B1, using 20 mm graded stone aggregate as in surface channels and drains, benching, haunching etc. complete all as specified and directed.

M&L for cement concrete 1:3:6, type C-1, using 20mm graded stone aggregate in coping and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete all as specified and directed.

M&L pre-cast reinforced cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in kitchen platform, shelves , cover and simillar articles including placing the cover in position and set in cement mortar (1:4) complete all as specified and directed. Note: Reinforcement shall be measured and paid seperately.

M&L for RCC M-25 ( Design Mix ) ( using 20mm graded stone aggregate ) as in suspended slabs supported on walls/columns, in floors, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

Supply only, integral water proofing compound.

M&L for Brick work with old size, sub class 'B' bricks, straight or curved on plan exc. 6m mean radius built in cement mortar (1:6) complete all as specified and directed.

M&L for Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in cement mortar 1:4 complete all as specified and directed.

M&L for walling of random rubble stone masonry, uncoarsed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.

M&L for walling of random rubble stone masonry, brought up to courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed.

M&L for walling of random rubble stone masonry, brought up to courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) but except stone, complete all as specified and directed.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto course with maximum depression on face from straight edge held against the dressed surface not.exc. 20mm for sand stone complete all as specified and directed.

M&L for form work to soffit of suspended slabs such as roof slabs, floor slabs, landings and simillar works not exceeding 20cm thick and rough finished surfaces of concrete all as specified and directed.

M&L for mild steel TMT bars 10mm 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 complete all as specified and directed.

M&L for mild steel TMT bars 6 to 8mm dia, 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 complete all as specified and directed.

M&L for applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg/sqm including cleaning the surface complete all as specified and directed.

M&L for 100mm thick cement concrete (1;2:4), type B-2 (using 40mm graded stone aggregate) as in hard standing, laid in alternate bays and finished surfaces even and smooth using extra cement complete all as specified and directed .

M&L for 40mm thick PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in floors and fixing of glass dividing strips, finishing the surface even and smooth with using extra cement complete all as specified and directed.

M&L for glazed ceramic coloured tiles of size 350mmx250mmx7mm/450mm x 350mm x 7mm on vertical surface such as skirting, dados, risers to steps etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles, over and including rendering 10mm thick in cement mortar (1:4) , complete all as specified and directed.

M&L for coloured non skid ceramic tiles, 7 to 8 mm thick, (square/rectangular), area of each tile exceeding 0.06 sq.m but not exceeding 0.11 sq.m in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including including screed bed or bedding layer of 15 mm thick cement mortar (1:6) complete all as specified and directed.

M&L for rendering cement plaster 15mm thick in cement mortar (1:4) on stone masonary surfaces, on fair faces of brick work or concrete surface, finished even and smooth without using extra cement mixed with WPT (as per manufacturers instructions) complete all as specified and directed. Note : Water proofing compound shall be measured and paid separately.

M&L for rendering cement plaster 15mm thick in cement mortar (1:4) on brick work or concrete surfaces, on fair faces of brick work or concrete surface, finished even and smooth without using extra cement mixed with WPT (as per manufacturers instructions) complete all as specified and directed. Note : Water proofing compound shall be measured and paid separately.

M&L for screed bed 15mm thick in cement mortar (1:3) on brick work or concrete surface in sunken portion, finished even and smooth without using extra cement mixed with WPT (as per manufacturers instructions) complete all as specified and directed. Note : Water proofing compound shall be measured and paid separately.

S&F, 75mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints laid in trenches or floor complete all as specified and directed.

S&F, 110mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints laid in trenches or floor complete all as specified and directed.

S&F 110mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to walls including stack clamp complete all as specified and directed.

S&F, 75mm bore PVC (SWR) bend, any radius, with access door complete all as specified and directed.

S&F, 110mm bore PVC (SWR) bend, any radius, with access door complete all as specified and directed.

S&F, 75mm bore PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.

S&F, 110mm bore PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.

S&F, 75mm bore PVC (SWR), vent cowl complete all as specified and directed.

S&F, 110mm bore PVC (SWR), vent cowl complete all as specified and directed.

S&F, PVC (SWR) floor trap, with chromium plated grating including jointing with solvent cement, dia of outlet 75mm complete all as specified and directed.

S&F in repairs, PVC (SWR) gully trap 125/110mm, setting and jointing with solvent cement complete all as specified and directed.

M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 150mm bore of pipe complete all as specified and directed.

M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 200mm bore of pipe complete all as specified and directed.

M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 250mm bore of pipe complete all as specified and directed.

M&L for salt glazed stone ware drain pipes, 150mm internal diameter, grade 'A' laid in trenches and jointed complete all as specified and directed.

M&L for salt glazed stoneware drain pipes, 200mm internal diameter, grade 'A' laid in trenches and jointed complete all as specified and directed.

S&F for 150mm bore reinforced concrete pipe class NP2, laid and jointed complete with collars all as specified and directed.

S&F for 200mm bore reinforced concrete pipe class NP2, laid and jointed complete with collars all as specified and directed.

S&F for 250mm bore reinforced concrete pipe class NP2, laid and jointed complete with collars all as specified and directed.

S&F for 200mm bore reinforced concrete pipe class NP3, laid and jointed complete with collars all as specified and directed.

Cutting into existing manholes for cnnecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cment concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 150mm bore of pipe complete all as specified and directed.

Cutting into existing manholes for cnnecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cment concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 200mm bore of pipe complete all as specified and directed.

S&F, vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) complete all as specified and directed.

S&F, in repair, vitreous china wash down water closet pan (Pedestal pattern), white with 'p' or 's' trap (excluding flushing cistern and flush pipe), including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe etc. complete all as specified and directed.

S&F, vitreous china squattinbg pan, 'Orissa' pattern of size 580mm x 440mm with integral foot rest (excluding flushing cistern and flush pipe) including joining, filling and provision of cement concrete bedding 1:5:10, type E2, using 20mm graded aggregate complete all as specified and directed.

S&F, in repair, 10 litres capacity, PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet ball valve, float and handle including brackets and connection to pipe or lever etc. complete all as specified and directed.

Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc. complete all as specified and directed.

Demolition of cement concrete (un-reinforced)of any description and in any position not otherwise specifically provided for, all as specified and directed.

Dismantling of reinforced cement concrete of any description and in any position not otherwise specifically provided for, such as manholes covers etc. complete all as specified and directed.

Demolition and breaking up drain pipes (slat glazed stoneware, AC or RCC) set in cement mortar for 200mm bore of pipe complete all as specified and directed.

Dismantling of cast iron or reinforced concrete drain pipes, upto 100mm bore jointed in cement mortar and taking out of trenches, if required complete all as specified and directed.

Shree Builders

ALBA AC AND REF SERVICES