Repairs to area drain, hard standing and PCC Pavement, stone pitching, retaining wall, compound wall, fencing and gate and cleaning and repair of septic tank, MH SWT, Sewage line at NAD Bheemunipatnam

Amount

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and as directed by the Engineer-in-Charge.

Dismantling drain pipes (Salt glazed stone ware, AC or RCC pipes) of 150/200mm dia. jointed in cement mortar and taking out of trenches complete all as specified and as directed by the Engineer-in-Charge.

Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by the Engineer-in-Charge.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge.

Dismantling fencing wire mesh, any type complete all as specified and as directed by the Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by the Engineer-in-Charge.

M&L for cleaning of chocked sewage line of 150mm dia. including cleaning of drains by well flushing with water, taking out waste materials and removing the sludge materials as directed by Engineer-in-Charge and disposed off beyond municipal corporation area.

Cleaning of septic tanks, soak pits and manholes by means of removing silt, sludge etc and taken off the site including pumping foul water from septic tanks, soak pits and manhole manually or mechanically complete complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches n. exc. 1.5 m wide and n. exc. 1.5 m depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 sq m on plan and n. exc. 1.5 m in depth and getting out in any type soil complete all as specified and as directed by the Engineer-in-Charge.

M & L for 100mm thick plain Cement concrete 1:2:4, type B2 (Using 40mm graded aggregate) and finishing surface of concrete by broomingcomplete all as specified and as directed by the Engineer-in-Charge.

M&L for chequered designer cement concrete tiles 30cmx30cmx25mm thick, set, jointed and pointed in neat cement slurry in floors with white or grey cement and pigments over 20mm thick screed bed in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

Forming construction joints (Dummy) Joints 65mm deep x 10mm wide filled with sealing compound of Grade A complete all as specified and as directed.

S&F 160mm dia. PVC underground drainage pipes, SDR 41, SELFIT, of pressure rating 4KN/Sqm confirming to IS 15328-2003, single socketed in any length jointed with solvent cement laid in trenches or floors etc complete all as specified and as directed.

M&L for concrete bed to drain pipes of size 160mm dia. including packing under and completely surrounding pipes with plain cement concrete 1:3:6, type C2 (40mm graded stone aggregate) after they are laid and tested complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed by the Engineer-in-Charge.

Removing excavated material/Soil to a distance n. exc. 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.

M&L for brickwork with fly ash bricks, straight or curved on plan exc. 6m mean radius, built in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC 1:2:4 type B1 (Using 20mm graded granite stone aggregate) in benching, lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, parapets and railings up to 60 cm in height, copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.

M&L for extra for fair finishing of drain or channels 0.60 M inner girth/width in cement concrete ,using extra cement ,including forms,moulds ,mitred/stopped ends etc.complete all as specified and as directed by the Engineer-in-Charge.

M&L for rendering 15mm thick in cement mortar 1:3 with water proofing compound on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Note: Water proofing compound will be measured and paid separately.

Supply only Integral Water Proofing Compound (ISI marked) of approved make.

M&L for rendering 15mm thick in cement mortar 1:4 with water proofing compound on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces and applying two coats of exterior emulsion/weather proof paint over a coat of primer on walls complete all as specified and as directed by the Engineer-in-Charge.

M & L for providing Precast RCC 1:2:4, Type B-1 using 20mm graded stone aggregate as in landings, cover slabs [for manholes etc], chullah hoods, chajjas, water troughs, mangers, Shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified and as directed.

S&F reinforcement TMT steel bars of 6 to 8mm dia., cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia. or securing with clips or welded complete all as specified and as directed by the Engineer-in-Charge.

S&F reinforcement TMT steel bars of 10mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia. or securing with clips or welded complete all as specified and as directed by the Engineer-in-Charge.

Cleaning of drain by removal of soil/sand accumulated in drain disposal n exc 50m depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed by Engineer In Charge.

M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed by Engineer In Charge.

All as per Sl Item No. 30 above but except stone.

Removing building materials/ Debris to a distance of 5KM/GVMC designated land including loading, unloading and stacking at destination complete all as specified and directed by Engineer-in-Charge.

M&L for boulder pitching, laid dry, hand packed tightly & grouted with cement and sand mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

All as per Sl Item No. 33 above but except stone.

M & L for grouting the stone pitching in cement mortar 1:4 after removal of loose cement mortor from the stone pitching and cleaning the surface including removal of vegitation and etc complete all as specified and as directed by the Engineer-in-Charge.

M&L for plain cement concrete 1:2:4, type B2 (Using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by the Engineer-in-Charge.

S&F 12mm dia Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified and as directed by the Engineer-in-Charge.

S&F Mild steel round 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 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge.

Dismantling barbed wire fencing complete all as specified and as directed by the Engineer-in-Charge.

Supply only PVC coated chain link fencing 100x100mm and dia 5 mm including PVC coating complete all as specified and as directed by the Engineer-in-Charge.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and as directed by the Engineer-in-Charge.

S&F galvanised 2 strand, steel barbed wire 2.24mm dia. barbed with 2mm dia. barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed by the Engineer-in-Charge. Note: Each line wire will be measured.

M&L Preparation of new or previously untreated steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a priming coat of red oxide/ zinc chrome primer complete all as specified and as directed by the Engineer-in-Charge.

M&L Preparation of new or previously untreated steel surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a priming coat of red oxide/zinc chrome primer complete all as specified and as directed by the Engineer-in-Charge.

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