SPECIAL REPAIRS TO SEWAGE LINES CLEANING OF

Amount

Surface excavation n.exc 30 cm deep & averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed.

Excavation over areas, not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and as directed.

Excavation over areas, exceeding 1.5 m but not exceeding 3.0 m deep and getting out in any type of soil complete all as specified and as directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep and getting out in hard/dense soil complete all as specified and as directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and as directed.

Excavation in trenches exceeding 1.5m wide and not exceeding 3.0m deep and getting out in soft/loose soil complete all as specified and as directed.

S&F 200 mm dia Reinforced concrete pipes, class NP2 (confirming to IS-458:2003 and ISI marked) laid and jointed with collars in treanches including demolition and breaking up of old drain pipes (salt glazed ware, AC, RCC or any other type) set in cement mortar complete all as specified and directed.

All as per SI item No 7 above but for 150 mm dia pipe

M&L 100 mm dia salt glazed stone ware drain pipes grade "A" (confirming to IS-651:2007 and ISI marked) laid in trenches and jointed as specified including demolition and breaking up of old drain pipes (salt glazed ware, AC, RCC or any other type) complete all as specified and directed. .

M&L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm bore complete all as specified and directed.

All as per SI item No 10 above but for 150 mm dia pipe

All as per SI item No 10 above but for 100 mm dia pipe

M&L for cutting holes into or through, in brick walls built in cement mortar or cement lime mortar and stone walls built in lime mortar or walls of lime concrete for inserting PVC/SGSW/RCC pipes and fittings for superfecial area not exc 150 sq cm and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-1 as required .

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed.

Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

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

All as per SI item No. 16 above, but fixed to walls.

S&F in repair 110 mm bore PVC vent cowl complete all as specified and as directed.

S&F in repair 75 mm bore PVC vent cowl complete all as specified and as directed.

S&F in repair 110 mm bore PVC (SWR) bend any radius complete all as specified and as directed.

S&F in repair 75 mm bore PVC (SWR) bend any radius complete all as specified and as directed.

S&F salt-glazed stoneware gully traps, 150x150 mm square or round mouthed, type 'P' or 'S' in cement concrete complete all as specified and directed.

Demolition of brick work or stone/boulder masonry built in cement mortar or cement lime mortar complete all as directed.

M&L for brickwork with fly ash bricks in CM 1:4 straight or curved on plan exc 6 m mean radius all as specified and directed.

M&L for brickwork with flyash bricks, straight or curved on plan to any radius in half brick thick walls, built in CM 1:4 all as specified and directed.

Taking down cement plaster of any description on brick or stone walls,etc. including racking out joints hacking for keys scrubbing down with water etc., complete all as specified and as directed.

M&L for rendering 15 mm thick in fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth with out using extra cement all as specified and directed.

Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), complete all as specified and directed.

M&L for PCC 1:4:8 , type D2 using 40mm graded stone aggregate as in foundations etc., complete all as specified and as directed.

M&L for PCC 1:2:4, type B1 (using 20 mm graded stone aggregate), as in benching to manholes/drain surfaces, complete all as specified and as directed.

M&L for PCC 1:2:4, type B1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating etc and including necessary form work complete all as specified and as directed.

M&L for rough finished formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams etc. complete all as specified and as directed.

M&L for fair flat finished form work to sofit of roof slabs, floor slabs, landing etc & similar work n. exc 200 mm thick of concrete for horizontal or sloping surfaces complete all as specified and as directed.

M&L for rough finished formwork to edges of concrete flats, treads, break in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n. exc 20 cm wide and sides of RCC/PCC bands in walls horizontal or sloping and similar work exc 10cm but n. exc 20 cm wide complete all as specified and as directed.

M&L for RCC 1:1.5:3 type A1 using 20 mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and as directed.

M&L for RCC 1:1.5:3 type A1 using 20mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc.

M&L for MS TMT bars 10 mm dia and over cut to length bend to shape required including cranking, bending, sprillay for hooping for columns, hooking ends and binding with and including MS wire (annealled) not less than 0.90 mm dia complete all as specified and as directed.

M&L for MS TMT bars 6 to 8 mm dia and over cut to length bend to shape required including cranking, bending, sprillay for hooping for columns, hooking ends and binding with and including MS wire (annealled) not less than 0.90 mm dia complete all as specified and as directed.

All as per SI item No.37 above but for 5 mm to 10 mm dia as in stirrups, spacers and binder, etc.

M&L for precast cement concrete 1:2:4 type B0 (using 12.5 mm graded stone aggregate) 100 mm thick (measured solid) as in louvres and jallies, including all mouldings but excluding frame set in CM 1:4 complete all as specified and as directed.

S&F MS framed 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, framed balusters, walk ways, railings, frame work of water tanks and similar work conforming to Fe 290, Gde-E-165 complete all as specified and as directed.

S&F bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required, hooks (stay), heavy, for large gates, hook and pintle hinge, large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties, hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts, two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165

M&L for preparation of new steel surfaces of any description, not otherwise described, not exc 10 cm in width or girth and applying 2 coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.

Demolition of cement concrete (reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), complete all as specified and directed. (Reinforcement cut as required to facilitate demolition)

M&L for precast cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate), as in man hole cover slabs etc including necessary form work and set in CM 1:4, complete all as specified and as directed. (Reinforcement will be measured and paid seperately)

M&L for PCC 1:3:6 type C2, (40 mm graded aggregate) 100 mm thick as pavings, plinth protection, hard standing finished even and smooth without using extra cement including necessary form work etc complete all as specified and directed.

M&L for PCC 1:3:6 type C2, (40 mm graded aggregate) 75 mm thick as pavings, plinth protection, hard standing finished even and smooth without using extra cement including necessary form work etc complete all as specified and directed.

Cleaning of septic tanks completely by empting the liquid/semi solid foul contents by mechanically or manually, including cleaning of inlets and outlets pipes and disposal of soil complete all as specified and directed.

Labour only for cleaning of filter media material from filter bed of any size and depth including bailing out water, removing the filter media out of septic tanks, scarying, washing and screening to sizes as directed and loose filling back in the filter bed including old and new materials complete all as specified and directed.

Supply only broken stone aggregate for loose filling of gauge 40 to 80 mm graded.

Supply only broken stone aggregate for loose filling of gauge 20 mm graded.

Supply only broken stone aggregate for loose filling of gauge 12.50 mm graded.

Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar etc complete all as specified and directed.

M&L for screed bed or bedding layers of cement mortar 1:6, 15 mm thick for laying floor finishes all as specified and directed.

M&L for 250x250x25 mm thick PVC moulded chequered coloured glossy tiles (confirming to IS: 13801-2013 and shall contain ISI mark) with grey cement and pigments, set and jointed in neat cement slurry in floors and pointed with coloured cement to match the shade complete all as specified and as directed.

Taking out/removing foreign material from manholes manually and mechanically and removing the same from MD land including taking out manhole covers and replacing the same of any size and depth all as specified and directed.

M&L for walling of square rubble, regular coursed well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and directed.

M/S Veerabhadra Constructions

Sri Associates