REPAIR TO BOUNDARY WALL COMPOUND WALL, FENCING AND OTHER RELATED TO SECURITY MEASURES AT MIL STN BD BARI UNDER GE KALUCHAK

Amount

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

Demolition of Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.

Demolition of reinforced cement concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed.

Demolition and breaking up drain pipes of 200 mm bore (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes of 150 mm bore (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes of 100 mm bore (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

Dismantling of structural steel work including doors, gates but excluding framed trusses complete all as specified and directed.

Dismantling expanded metal, any thickness or mesh, weight n exc 4 Kg per Sqm, fixed with steel or wood fillets, if any complete all as specified & directed.

Taking down cement or cement lime plaster from brick or stone walls etc. including raking out joints, hacking for keys, scrubbing down with water etc. complete all as specified and directed.

Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for laying of cable etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.

Excavation in trenches not exc. 1.50 m wide and exc. 1.50 m but not exc. 3.00 m in depth for foundation etc. or for laying of cable etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.

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

Excavation in post holes (or similar holes) each not exc. 0.50 Cum, getting out, returning, filling and ramming earth or broken rubble mixed with earth around in layers not exc. 25 cm watering and removing surplus soil to a distance not exc. 50 m and making good surface as in hard / dense soil complete all as specified and directed.

Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

M & L for hand packing of broken stones or boulders (any thickness) at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed.

M & L for providing plain cement concrete type B-1, 1:2:4, (using 20 mm graded stone aggregate), as in copings, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water throughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.

M & L for providing plain cement concrete type B-1, 1:2:4, (using 20 mm graded stone aggregate), as in benching,water throughts etc and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.

M & L for providing plain cement concrete, type C-2, 1:3:6 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

M & L for providing cement concrete M-10 (Nominal Mix),as in foundation, filling and mass concrete complete all as specified and directed.

M & L for providing reinforced cement concrete M-25 (Design Mix),as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

M & L for providing reinforced cement concrete M-25 (Design Mix), , as in beams, cantilevers, bressummers, lintels over 1.50 m span and the like complete all as specified and directed.

M & L for providing reinforced cement concrete M-25 (Design Mix), as in columns, pillars, piers, posts, struts and the like complete all as specified and directed.

M & L for providing reinforced cement concrete M-25 (Design Mix), , as in walls, basement wall of any thickness above top of footing incl attached pilasters and buttresses complete all as specified and directed.

M & L for providing pre-cast cement concrete landing, cover slabs, chullah hoods, chajjas, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate and setting in cement mortar 1:4 complete all as specified and directed.

M & L for 40 mm graded stone aggregate as in back filling of weep holes complete all as specified and directed.

M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed.

M & L for brick work with sub class ‘B’ old size bricks (EXCEPT BRICKS) straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed. NOTE: - OLD BRICKS OBTAINED FROM DEMOLITION SHALL BE USED UNDER THIS ITEM.

M & L for Broken glass coping ontop of walls in cement mortar 1:3 complete all as specified and directed..

M&L for Boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) complete all specified.

M & L for form work to sides of concrete foundation, footing, bases of columns, raft & raft beams, sides and soffits (if any) of foundation and plinth beam and similar works in rough finished flat surface of concrete complete all as specified and directed..

M & L for form work to faces of walls, retaining wall, abutments, parapets, staircase railing and similar works in fair finished flat concrete surface complete all as specified and directed.

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

M & L form work to sides of pillars, posts, struts, piers, columns and stanchions in fair finished surface of concrete complete all as specified and directed.

Supply only Galvanised steel wire cloth. 0.63 mm nominal dia of wire and average width of aperture 1.40mm complete all as specified and directed.

S & F of 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 onforming to Fe-290 Gde E-165 complete all as specified and directed.

M & L for 10 mm dia mild steel round bar fixed to chain link fencing top and bottom. complete all as specified and directed.

M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia securing with clips complete all as specified and directed.

M & L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

S & F of rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete, drilled for fixing of steel sheeting or other covering doors etc. to be prepared for hanging or steel hanging door fitting and also fastening complete all as specified and directed.

S & F of mild steel screw bolts (machine made) with hexagonal or square head at one end and screwed the other or screwed both ends, each screwed ends to be fitted with washer and one hexagonal or square nut, not exc. 5 cm long and 11 to 15 mm dia of neck complete all as specified and directed.

S & F of 4mm dia galvanised steel wire,150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position,including closing after filling complete all as specified and directed.

S & F of galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing 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, straining bolts at ends, staples or steel pins etc. complete all as specified and directed.

S&F concertina coil with punched tape of dia 610mm having 50 Nos rounds per 6-7 mtrs expendable length, approx weight 7-8 Kg complete all as directed by EIC and as per manufacturer instructions complete all as specified and directed.

S & F of mild steel framed work such as gate 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, railing, frame work of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.

S&F of Chain link MS galvanisd fencing, any size or type wieght n exc 4.00 Kg per sqm complete all as specified and directed.

M & L for providing 75 mm thick cement concrete 1:3:6 type C-1 (using 20 mm grade stone aggregate) as in sub floor, sub base of floor complete all as specified and directed.

M & L for providing 300 mm thick cement concrete 1:2:4 type B-2 (using 40 mm thick graded stone aggregate) as in floor, laid in panels including fixing only glass dividing strips to divide the area in panels and inserted in position to conform to design and finishing top surface even and smooth with using extra cement complete all as specified and directed.

M & L for precast designer coloured heavy duty full body paving tiles (factory made) of size 300mmx300mm x 10mm, top layer glazed made in any type of cement and pigment, in required patterns as approved by GE in floor etc set & jointed in neat cement slury & pointed in white or coloured cement mixed with pigment to match over and including 10mm thick screed layer in cement mortar 1:4, complete all as specified & directed.

M & L for 5 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and smooth (without using extra cement)complete all as specified and directed.

M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and smooth (without using extra cement)complete all as specified and directed.

M & L for preparing newly plastered or previously untreated wall surfaces and applying two coats of cement base paint over one coat of primer complete all as specified and directed.

M & L for preparation of steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.

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

M & L for cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 200 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

M & L for cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

M & L for cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 100 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

M & L for 200 mm dia DWCPE (SN8) HDPE pipes, laid in trenches on PCC bed, jointed as per manufacturers instructions, complete all as specified & directed. Note : Earthwork, PCC bed/ haunching shall be measured and paid for seperately under respective items.

M & L for 150 mm dia DWCPE (SN8) HDPE pipes, laid in trenches on PCC bed, jointed as per manufacturers instructions, complete all as specified & directed. Note : Earthwork, PCC bed/ haunching shall be measured and paid for seperately under respective items.

M & L for 100 mm dia DWCPE (SN8) HDPE pipes, laid in trenches on PCC bed, jointed as per manufacturers instructions, complete all as specified & directed. Note : Earthwork, PCC bed/ haunching shall be measured and paid for seperately under respective items.

Cutting salt-glazed stoneware drain pipe in position, connecting new drains, 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, internal dia of pipe 100 mm, complete all as specified and directed.

Cleaning/ clearing of sewage line (including manholes) of 100mm to 200mm bore of any description, underground at any depth, removing any type of blockage including desilting, descaling & dechocking of drains as well as manholes with combined high pressure water jetting cum suction (vacuum) type machine mounted on LCV/ HCV and having facilities of high pressure vacuum and provision of hydraulic application through high pressure thermo plastic fibre based water jetting hose and conical round shape nozzle pipe and flushing after cleaning including removing the same in the tank to a place outside cantonment at the place meant for the purpose by local municipality, complete all as specified & directed.

All as per the description of Serial Item No above here-in-before but cleaning done manually by labour complete all as directed . Note for Serial Item No 60 & 61 : The contractor shall keep the sewage line functional throughout the contract period. The unit rate quoted by the contractor shall deemed to be inclusive this aspect.

Cleaning of blocked WC including and upto first manhole manually and well flushing with clear water, making the seat functional including depositing the sludge in a pit (including digging of pit) not less than 100 meter away from site of cleaning and covering the deposited sludge with minimum 25cm thick layer of earth and spreading unslacked lime on the pit, complete all as specified & directed.

Desludging the solid sludge from septic tank, soakage well including inlet/outlet chamber, removing out all scum, silt reduce sludge (both organic/inorganic nature) after plugging the incoming sewage line through combined high pressure water jetting curved section (vaccum) type machine mounted on LMV/HMV and facility of high pressure vaccum and removing and dumping off the same in the tank to a place out side cantonment at the place marked for the purpose by local municipality or the authority controling the area, complete all as specified & directed. Note:- The payment shall be made on the basis of actual area (internal) of the septic tank/manhole /soakage pit/soakage well multiplied by depth of the sludge accumulated. Solid sludge means bulky mass of sludge which remains at the bottom of septic tank soakage well after pumping out/taking out sludge water..

All as per the description of Serial Item No 63 above here-in-before but cleaning done manually by labour complete all as directed .

M/S Vishwakarma Builders

M/S RAVINDER SINGH

NARESH KUMAR AND COMPANY