REPAIRS REPLACEMENT OF SEWAGE LINE CLEANING OF SEWAGE LINES AND SEPTIC TANKS MANHOLES AND HARD STANDING PAVEMENTS PATH ETC IN ZONE D AREA UNDER AGE B R N NO I OF GE NORTH SECUNDERABAD

Amount

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.

Demolition of concrete in ground floors (un re-inforced) and paving n.exc. 15 cm thickness (below or above ground level) and including removal of rubbish/ demolished materials out of MoD land complete all as specified and as directed.

Demolition of RCC of any description and in any position not otherwise specifically provided reinforced (reinforcement of cut as required to facilasite demolition etc) and removal of rubbish/ demolished materials out of MoD land complete all as specified and as directed.

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

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

Material and Labour for cleaning the 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 specified and as directed. NOTE: Cubic content of filled up portion of septic tank shall be measured for payment purpose

Material and labour for cleaning of all blockages of any type of sewage line i.e. branch sewer line, main sewer line etc, manholes of any size, section and depth, any situation by way of cleaning/desludging manholes by using any type either manually, mechanically or by way of any other suitable means including foreign materials as well as rodding of sewer lines and between successive from block manholes where required and ordered by Engineer-in-charge and keeping the sewage line functional duly cleaning trap, water closet, soil water/vent pipe, gully traps upto final drop free flow in to out let, septic tanks or central sewage system treatmenting in other adjoining Zone/Area or into sewage well (working in foul condition with taking precautionary measures) equipment as required or applicable and removing the sludge/material and depositing outside the MOD land complete all as specified and as directed. NOTE Approximate quantity required to clean per month in Zone 'D' area as under : (a) 100 mm dia sewage line - 120 Metre (b) 150 mm dia sewage line - 1100 Metre (c) 200 mm dia sewage line - 900 Metre (d) Manholes 1.0 x 1.0 Metre size - 150 Nos (e) Manholes 1.20 x 1.20m size - 80 Nos (f) EWC/IWC, Nahani trap, gully trap, floor traps - 160 Nos.

Clearing away all grass, vegetation, saplings, shrubs, brush-wood, under growth and roots for making approach to septic tanks, around manholes, manhole to manhole for sewage lines and removing rubbish upto a distance of 50 metres out side the periphery of the area under clearance complete all as specified and as directed.

Demolition and breaking up drain pipes NP3 (salt glazed ware AC or reinforced concrete) set in cement mortar 150mm dia complete all as specified and as directed.

Demolition and breaking up drain pipes NP3 (salt glazed ware AC or reinforced concrete) set in cement mortar 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.

M&L for concrete bed to 150 mm dia pipes of cement mortar 1:3:6 type C-2 including packing under and haunching against the side of pipes after they are laid and tested complete all as specified and as directed.

M&L for concrete bed to 200 mm dia pipes of cement mortar 1:3:6 type C-2 including packing under and haunching against the side of pipes after they are laid and tested complete all as specified and as directed.

M&L for cement concrete type D-2 1:4:8 using 40 mm graded stone aggregate in filling foundation , sub base of floor and mass concrete complete all as specified and as directed.

Demolition of brickwork or stone/boulder masonry / Block masonry, built in cement mortar including facing, dressed stone work and precast concrete all quoins, arches, pillars, coping etc but excluding ashlars articles complete all as specified and as directed.

M & L for Brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls, built in cement mortar 1:4 complete all as specified and as directed.

Material and labour for brick work with fly ash bricks old size, straight or curved on plan exceeding 6.0 metre mean radius built in cement mortar 1:4 complete all as specified and as directed.

M & L for Precast cement concrete block masonry with solid blocks exceeding 10cm in width and set in cement mortar 1:6 by using solid blocks of type C1 1:3:6 complete all as specified and and directed.

M & L for cement concrete 1:3:6 type C1 using 20mm graded stone aggregate as in coping, water troughs, channels inside manholes and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.

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

M & L for 15mm thick rendering over brick or concrete surface in cement mortar 1:4 finished smooth and even mixed with integral water proofing compound as per manufacturer's instructions complete all as specified and as directed. Note : - Water Proofing Compound shall be measured and paid separately.

M & L for rendering 15mm thick in cement mortar 1:6 on other than fair face of brick or concrete surface, finished even and smooth with out using extra cement complete all as specified and as directed.

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

M & L for providing precast cement concrete 1:2:4 type B-1 in cover slabs (for manholes etc.) and similar articles with plain faces including chamfers weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match etc., including necessary form work complete all as specified and as directed.

S & F mild steel TMT bars 10 mm dia over, cut to length, bent to shape required including crancking bending spirally for hooping for columns hooking ends and binding with and including mile steel wire non less than 0.9 mm dia securing with clips in quality complete all as specified and as directed.

All as per item No 29 here in before but 6mm to 8mm dia quality conforming complete all as specified and as directed.

Material and labour for 75 mm thick plain cement concrete 1:3:6, type C2 (using 40 mm graded stone aggregate) in plinth protection / paths laid in alternative bays finished even and smooth without using extra cement including making 10 mm wide grooves to full depth at the junction of wall and plinth protection , at 3 metre interval and every change of direction duly filling the grooves with mixture of bitumen and sand mixed in the ratio of 1:3 by weight and top 10 mm depth to be sealed with ceiling compound grade ‘A’ complete all as specified and as directed

M&L for 75 mm thick plain cement concrete 1:4:8 mix, type D2 (using 40 mm graded stone aggregates) as in sub base to floor complete all as specified and as directed.

M&L for designer rubber moulded chequerred cement concrete tiles with mixture of grey and white cement in equal proportions with pigments of size 300 x 300 x 22mm or 250 x 250 x 22mm thick and set and pointed in neat cement slurry in floors over a screed bed or bedding layer in CM 1:6, 15mm thick for laying floor finishes etc complete all as specified and as directed.

M&L for Machine pressed precast concrete interlocking paver block with grey cement and pigment (glossy finish) any shape & size conforming to IS 15658-2006 of 60 mm thickness, M-35 grade etc complete all as specified and as directed.

M&L for Machine pressed precast concrete interlocking paver block with grey cement and pigment (glossy finish) any shape & size conforming to IS 15658-2006 of 80 mm thickness, M-40 grade etc complete all as specified and as directed.

Spreading and levelling of Sand/ grit cushioning below interlocking tiles complete all as specified and as directed.

M&L for pre cast Machine pressed cement concrete 1:2:4 type B-0 (using 12.50mm graded stone aggregate) as in kerbs stones and fixing all as per manufacturer instructions etc size shall be decided and directed by GE.

S& F in repairs Salt-glazed stoneware gully traps, square or round mouthed, type `P' 150 x 150mm etc complete all as specified and as directed.

S&F in repairs vitreous china water closet 'Orissa' pattern of size 580mm X 440mm, white with integral foot rest and 'P' trap(excluding flushing cistern), but including PVC flush pipe and provision of lean cement concrete bedding including demolition complete all as specified and as directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding removing serviceable tiles and rubbish off the premises etcand removal of rubbish/ demolished materials out of MoD land complete all as specified and as directed.

S&F Non Skid (coloured) ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 Sqm but not exceeding 0.11 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement over & including 15 mm thick screed bed in cement mortar (1:6) complete all as specified and as directed.

S & F 110mm bore UPVC(SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors including taking out old pipes complete all as specified and as directed.

S & F 75mm bore UPVC(SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors including taking out old pipes complete all as specified and as directed.

S & F in repairs 110mm bore UPVC (SWR) plain bends, any radius complete all as specified and as directed.

S & F in repairs 75mm bore UPVC (SWR) plain bends, any radius complete all as specified and as directed.

S & F in repairs UPVC (SWR) bends 75mm bore, any radius with oval access door 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 110 mm dia PVC (SWR) bends with oval access door of any radius complete all as specified and as directed

Supply and fixed in repairs 100 mm bore PVC (SWR) floor trap/Nahni trap, plain with grating including jointing to waste pipe fixed in plain cement concrete 1:2:4 type B1 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.

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

All as per item No 51 above but 200mm dia of pipe complete all as specified and as directed.

M/S DIVIJA BUILDERS

SAI RUPA CONSTRUCTIONS

abhilasha constructions

M/s GM Constructions