REPAIRS TO FENCING GATE BOUNDARY WALL FOOTPATH DRAINS ETC AT SI LINES AREA UNDER GE BHOPAL

Amount

Note :(i) Please refer Sch A/ BOQ Notes before quoting the tender for all phases/ items mentioned below. (ii) Amount of Schedule of credit shall be deducted offline

Demolition of brick work built in cement mortar including all arches, quoins, pillars etc complete all as specified and directed.

Demolition of reinforced concrete in any description or in any position not otherwise specially provided for complete all as specified and directed.

Demolition of concrete in ground floors and pavings exc 15 cm thickness (below or above ground level) complete all as specified and directed.

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

Dismantling of posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground (posts embedded in concrete, brick work, masonry work, etc.) complete all as specified and directed.

Dismantling asbestos cement/FRP/Galvatume sheets (corrugated, semi corrugated, etc) including ridges in roof covering complete all as specified and directed.

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

M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in sub base for foundation, filling in mass concrete etc complete all as specified and directed.

M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in as surface channel, etc for drain and similar works complete all as specified and directed.

M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in benching, coping etc for drain and similar works complete all as specified and directed.

M&L for PCC 1:3:6 Type C2 (using 40 mm graded stone aggregate) in foundation, filling and mass concrete as in boundary pillars and post etc complete all as specified and directed.

M&L for 25mm thick PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) as in sub base of floor finished even and rough complete all as specified and directed.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, initered/stopped ends complete all as specified and directed.

Add or deduct from item No. 13 here in before for each 25mm girth or part thereof over or under 30cm for forming fair finished drain complete all as specified and directed.

M&L for brick work with fly ash bricks in CM 1:4 using modular bricks straight or curved on plan to any radius complete all as specified and directed.

M&L for stone walling of random rubble, brought upto courses, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed.

M&L for 15 mm thick rendering on fair faces of brick works or concrete surfaces in CM 1:4 finishing even and smooth without using extra cement complete all as specified and directed.

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

M&L for machine pressed precast concrete interlocking paver block (reflective type ) any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60mm thickness, M-35 grade including 50mm stone dust layed in floors or paving etc spread, levelled and rammed including watering complete all as specified and directed.

All as per item No. 19.00 here in before but of 80mm thickness.

M&L for sand filling in floors or pavings, laid in layers n. exc 15 cm thick, spread, levelled and binded with earth and rammed including watering complete all as specified and directed.

Taking down old paver blocks any shape, size and thickness from the existing surface and refixing at the same place after levelling the ground by using sand for maintaining chamber and slope complete all as specified and directed.

M&L for endura joint free colour tiles 9 to 10 mm thick (square/rectangular) area of each tiles not exceeding 0.11 Sqm as in floors etc; set and jointed in neat cement slurry and pointed in white or coloured cement to match shade of tiles over and including 15mm thick screed bed in CM 1:4 complete all as specified and directed.

Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200m thick (Horizontal or sloping) for even flat concrete surfaces complete all as specified and directed.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter; exceeding 200m thick (Horizontal or sloping) for even flat concrete surfaces complete all as specified and directed.

Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railing sand similar work including attached pillasters, buttresses, etc. vertical or to batter exceeding 200m thick (Horizontal or sloping) for even flat concrete surfaces complete all as specified and directed.

Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions. square or rectangular for even flat concrete surfaces complete all as specified and directed.

S&F of mild steel TMT 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 directed.

All as per item No. 28.00 here in before but of 6mm to 8mm dia.

M&L for reinforced cement concrete (nominal mix) 1:2:4 type B-1 (using 20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like etc complete all as specified and directed. Note: Reinforcement shall be measured and paid separately.

M&L for reinforced cement concrete (nominal mix) 1:1.5:3 type B-1 (using 20mm graded stone aggregate) slabs supported walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed. Note: Reinforcement shall be measured and paid separately.

M&L for reinforced cement concrete (nominal mix) 1:1.5:3 type B-1 (using 20mm graded stone aggregate) 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. Note : Reinforcement shall be measured and paid separately.

M&L for reinforced cement concrete (nominal mix) 1:1.5:3 type B-1 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed. Note : Reinforcement shall be measured and paid separately.

S&F of mild steel work as in posts and struts in fencing including cutting tops to shape, drilling holes, notching for wire mesh, etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riviting etc. and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

S&F of 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 5 cm long (diameter of neck in 11 to 15 mm) complete all as specified and directed.

Supply only galvanised mild steel chain link fencing, any size or type complete all as specified and directed.

Fixing only chain link MS galvanised fencing, any size or type including dismantling of old rusted/broken fencing complete all as specified and directed.

S&F in repairs 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 bying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. (each line wire to be measured) including dismantling of old rusted/broken wires complete all as specified and directed.

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in any soil complete all as specified and directed.

S&F of mild steel small fitting such as hold fasts, clamps etc; conforming to Fe-290-Gde-E-165 complete all as specified and directed.

S&F framed work such as grills, gratings, steel gate, purlin 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; framework of water tanks and similar work conforming to Fe 290 gde E-165 complete all as specified and directed.

M&L for preparation of old decorated surface of wall and applying two coats of cement based paint complete all as specified and directed.

M&L for preparation of newly plastered surfaces and applying two coats of cement base paint on wall complete all as specified and directed.

M&L for preparation of new steel surfaces of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

M&L for 2mm thick fibre glass reinforced translucent corrugated sheeting with two corrugations sid lap fixed with L type or J type complete all as specified and directed.

M&L for cutting holes in brick walls in depth exc half brick but not exc one brick walls built in CM for inserting hold fasts and making good dismantled portion in CM 1:3 or cement concrete 1:2:4 type B-1 complete all as specified and directed.

M&L for mild steel work in tubular/angle trusses including special shaped washers, purlins, rafters, posts etc complete all as specified and directed.

S&F of pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet of 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall fixed with L or J hook 6 to 8mm dia with bitumineous washers etc to protect of seapage and leakage complete all as specified and directed.

All as per item No 48.00 here in before but plain sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed).

M&L for mild steel sheets 1.60 mm thick, plain black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. complete all as specified and directed.

M&L for 300 mm dia reinforced concrete pipes, class NP2, laid and jointed with collars and jointed in CM 1:3 complete all as specified and directed.

Demolition and breaking up drain pipes (salt glazed ware, AC or Reinforced concrete) set in cement mortar of 300 mm dia complete all as specified and directed.

S&F in repairs 110mm dia PVC(SWR) pipes double socket in any length with rubber rings joints laid in fixed to walls with and including MS clamps for 110 mm size complete all as specified and directed.

S&F in repairs 150mm dia uPVC pipes (SCH-40) double socketed in any length with rubber rings joints laid in fixed to walls/laid in trenches including MS clamps, bends, sockets complete all as specified and directed.

S&F of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber rings joints laid in trenches complete all as specified and directed.

S&F of 110mm dia PVC (SWR) pipe bend complete all as specified and directed.

M&L for 50 mm thick sand stone slabs in foothpath, sunshades, chajjas, shelves, cills, landings, cover stones, templates, etc, n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar 1:4 complete all as specified and directed.

M&L for granite stone slab 18-20 mm thick (of any colour/type) work (table rubbed and polished) in steps, jambs, pillars, window cills cooking plateform and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust, with admixture of pigment to match the shade of granite including grinding, moulding and polishing complete all as specified and directed.

M&L for marble work 18-20 mm thick (makrana white) (table rubbed and polished/ moulding) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade complete all as specified and directed.

M&L for providing precast cement concrete louvres and jallies, 35mm thick (measured solid), using 1:2:4 type B0 including all mouldings but excluding frame complete all as specified and directed.

M&L for providing reinforced cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area in exc 100 sq.cm, with or without chamfered angles and flat, splayed, rounded or mitred tops complete all as specified and directed.

M&L for providing precast cement concrete kerb stones/apex stones etc in PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) and set in cement mortar 1:4 complete all as specified and directed.

M&L for painting lines, dashes, arrows, etc on road side kerb stone, and the like white, yellow or black with two or more coats of road marking paint complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in deep 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 soft / loose soil complete all as specified and directed.

Removing excavated material from site n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed.

Deduct Schedule of credit (calculation will be done off line) Rs. 49025.00

MS MOHD RIZWAN KHAN

M/s Kishan Construction Company

RAJPATI CONSTRUCTION

Nakoda Constrcution Company

M/S Parikshit Sharma