SPECIAL REPAIRS OF SEWAGE LINE IN MARRIED ACCN BLOCK NO 120 TO 128 AND 251 TO 254 AT KARGIL LINE OF 26 MADRAS UNDER OF GE N SECUNDERABAD

Amount

Material and Labour for cleaning the Man holes/septic tanks completely by emptying the liquid, semi solid and solid content including cleaning the inlet, outlet and getting out by using suction pump and filling the foul material in to the covered tanks attached to suction pump and removing, transporting and disposal of the same at a place earmarked for disposal of the foul material by municipal authorities to outside the cantonment area complete all as specifed and as directed. NOTE: Cubic content of filled up portion of septic tank shall be measured for payment purpose

Cleaning away all grass, vegetation, saplings, shrubs, bush-wood, under growth and roots for making approach to the working area and removing the rubbish to a distance of 50 metres outside the periphery of area complete all as specified and as directed

Demolition of reinforced cement concrete in ground floors and paving not exceeding 15 centimetre thickness (below or above ground level) complete all as specified and as directed

Demolition of cement concrete in any description and in any position not ortherwise specifillay provided for complete all as specified and as directed

Material and labour for cement concrete 1:2:4, type B1 using 12.5 mm graded stone aggregate in coping, benching of manholes, drain, compound walls, bed blocks etc, with necessary formwork complete all as specified and as directed

Material and labour for providing precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate in cover slabs,manholes and similar articles with plain fair faces including chamfers, weatherings, throating etc and set in cement mortar 1:4 complete all as specified and as directed.

M&L for reinforced cement concrete, type B1, 1:2:4 mix (20mm graded aggregate) as in slabs supported on walls as for roof slabs, chajjas etc complete all as specifed and as directed.

Formwork to sides and soffits of lintel beams, roof beams for fair finished surfaces of concrete complete all as specifed and as directed.

Formwork to sides and soffits of slabs including supports, overhangings etc, for fair finished surfaces of concrete complete all as specifed and as directed.

Supply and fix in position TMT bars 8mm dia cut to length, bent to shape required including cranking, bending, spirally hooking for ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed

Supply and fix in repairs 110 mm dia PVC (SWR) bends with oval access door of any radius complete all as specified and as directed

Supply and fix in repairs of 110 mm bore PVC (SWR) branch piece (single Y or T) equal or un-equal with access door complete all as specified and as directed

Supply and fix in repairs 75 mm dia PVC (SWR) bends with oval access door of any radius complete all as specified and as directed

Supply and fix in repairs PVC (SWR) Vent cowl of 110mm bore complete all as specified and as directed

Supply and fix in repairs of 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls/laid in floors with and including necessary fixing arrangements, as soil/waste/vent pipes complete all as specified and as directed

Supply and fix in repairs of 75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls/laid in floors with and including necessary fixing arrangements, as soil/waste/vent pipes complete all as specified and as directed

Demolition of brickwork /block masonary, built in cement mortar including all plain concrete cement, coping, quoins, arches, pillars, etc complete all as specified and as directed

Material and labour for fly ash brick work, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed

Material and labour for half brick wall with using fly ash brick work, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 complete all as specified and as directed

Material and labour for plain cement concrete 1:3:6, type C2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed

Material and labour for plain cement concrete 1:3:6 type C1 using 20 mm graded aggregate as in coping including necessary formwork, weathering, slighty rounded or chamfered angles and throating etc complete all as specified and as directed.

Demolition and breaking up drain pipes (salt glazed stone ware AC or reinforced concrete) set in cement mortor 150mm dia complete all as specified and as directed

Demolition and breaking up drain pipes (salt glazed stone ware AC or reinforced concrete) set in cement mortor 200 mm dia complete all as specified and as directed

Material and labour for 150 mm internal dia salt glazed stoneware drain pipes, grade ‘A’ laid in trenches with cement joints complete all as specified and as directed

Material and labour for 200 mm internal dia salt glazed stoneware drain pipes, grade ‘A’ laid in trenches with cement joints complete all as specified and as directed

Material and labour for reinforced concrete pipes, class NP3 150 mm bore laid in trenches with one collar per length and jointed with cement joints complete all as specified and as directed

Material and labour for reinforced concrete pipes, class NP3 200 mm bore laid in trenches with one collar per length and jointed with cement joints complete all as specified and as directed

Material and labour for concrete bed to drain pipes of 150 mm dia including packing under and haunching against the sides of pipes with concrete, after they are laid including testing in plain cement concrete 1:3:6, type C2 using 40 mm graded aggregate with necessary form work complete all as specified and as directed

Material and labour for concrete bed to drain pipes of 200 mm dia including packing under and haunching against the sides of pipes with concrete, after they are laid including testing in plain cement concrete 1:3:6, type C2 using 40 mm graded aggregate with necessary form work complete all as specified and as directed

Excavation in trenches not exceeding 1.5 metres wide and not exceeding 1.5 metres deep for laying of drain pipes etc., for manholes and getting out in hard and dense soil complete all as specified and as directed

Excavation in trenches not exceeding 1.5 metres wide and exceeding 1.5 metres deep but not exceeding 3.0 metres deep for laying of drain pipes etc., for manholes and getting out in hard and dense soil complete all as specified and as directed

Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 centimetres in each layer of the excavated soil complete all as specified and as directed

Removing the excavated material to a distance not exceeding 50 metres and deposited where directed at a level not exceeding 1.5 metres above the starting point complete all as specified and as directed

Taking down cement plaster of any description and thickness on brick including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed

Material and labour for rendering 15 mm thick on fair faces of brick work or concrete surfaces built in cement mortar 1:4 and finished even and smooth without using extra cement duly mixing the water proofing compound at the rate of 3 percent of weight of cement complete all as specified and as directed Note : Water proofing compound shall be measured and paid separately under relevant items in this schedule.

Supply only integral water proofing compound of ISI marked complete all as specified and as directed.

Material and labour for rendering 15 mm thick on brick masonry surfaces or concrete surfaces built in cement mortar 1:6 and finished even and smooth without using extra cement complete all as specified and as directed

Cutting into existing manholes for connecting new drain, making good to pipe and rendering, cutting out existing benching for end forming branch channel (1/2 round or 3/4 section) in cement conrete 1:2:4 type B1 smoth finished and reforming benching as required for 100 mm internal dia of pipe all as specified and as directed.

Cutting into existing manholes for connecting new drain, making good to pipe and rendering, cutting out existing benching for end forming branch channel (1/2 round or 3/4 section) in cement conrete 1:2:4 type B1 smoth finished and reforming benching as required for 150 mm internal dia of pipe all as specified and as directed..

Cutting into existing manholes for connecting new drain, making good to pipe and rendering, cutting out existing benching for end forming brranch channel (1/2 round or 3/4 section) in cement conrete 1:2:4 type B1 smoth finished and reforming benching as required for 200 mm internal dia of pipe all as specified and as directed.

S&F for MS Plates of gde FE 410 -W (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed.

M&L two coats of synthetic enamel paint over one coat of red oxide primer including preparing steel surfaces all as specified and as directed.

R G NAIDU CIVIL CONTRACTOR AND BUILDERS

ASHOK CONSTRUCTION

M/S DIVIJA BUILDERS

SURA INFRASTRUCTURE

M/s GM Constructions