PROVISION OF BALANCE PORTION OF BOUNDARY WALL AROUND MCEME INCLUDING TRAINING AREA AT SECUNDERABAD

Amount

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

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

Material and labour for PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour for Formwork to sides of concrete foundation footing bases of columns raft and raft beams sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter, flat rough finished surfaces of concrete all as specified and directed by Engineer-in-Charge.

Material and labour for RCC M-25(Design Mix) 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 all as specified and directed by Engineer-in-Charge.

Material and labour for Formwork to sides of pillars, posts, struts, piers, columns, and stanchions of square, rectangular or polygonal fair finished surfaces of concrete all as specified and directed by Engineer-in-Charge.

Material and labour for RCC M-25(Design Mix) using 20mm graded stone aggregate as in columns all as specified and directed by Engineer-in-Charge.

Material and labour for Formwork to sides and soffits of floor or roof beams, beam launchings, copings, girders, bressummers, lintels, cantilevers, shelves including supports overhangs etc also splays between floors and beams etc all as specified and directed by Engineer-in-Charge.

Material and labour for RCC M-25(Design Mix) using 20mm graded stone aggregate as in Beams all as specified and directed by Engineer-in-Charge.

Material and labour for Mild steel TMT bars in reinforcement, 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 quality conforming to Fe-500D complete all as specified and directed by the Engineer-in-Charge.

Material and labour for Mild steel TMT bars 6mmdia and over up to and including 10 mm , 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 quality conforming to Fe-500D complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC(1:3:6) type C1 using 20mm graded stone aggregate as in foundation filling at rocky area complete all as specified and directed by Engineer-in-Charge.

Material and labour for brick work with fly ash bricks, straight or curved on plan exceeding 6.0metre mean radius built in CM 1:6 all as specified and directed by Engineer-in-Charge.

Material and labour for 15mm thick rendering on brick masonry surfaces in CM 1:6 including finished the surfaces even and smooth without using extra cement all as specified and directed by Engineer-in-Charge.

Material and labour for applying two coats of cement based paint over a coat of alkali resistant primer including preparation of newly plastered surfaces all as specified and directed by Engineer-in-Charge.

Supply and Fix 110mm dia bore UPVC(SWR) pipes fixing single socketed in any length with rubber ring joints fixed to walls all as specified and directed by Engineer-in-Charge.

Material and labour for fixing of 16 mm dia dowel bars of length 0.30m below level surface of rock and 0.80m above of the rock each with RE 500 grout of Hilti or equivalent including drilling of holes of required depth etc., complete all as specified and directed by Engineer-in-Charge

Material and labour for PCC(1:2:4), type B1 using 20mm graded stone aggregate as in coping including necessary form work and finishing exposed concrete surfaces fair and even and weathering, slightly rounded or chamfered angle and throating complete all as specified and directed by Engineer-in-Charge.

Supply and Fix Mild Steel 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 410-O or Fe 310-O, complete all as specified and directed by Engineer-in-Charge.

Supply and Fix Glavanised, 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 crossing with and provision of galvanised mild steel wire, staples or steel pins etc as directed (each line wire to be measured) all as specified and directed by Engineer-in-Charge.

Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia having 50 Nos rounds per 6 metre length, up to 2.50m height of wall on angle iron Y-shaped bracket placed 2.40m to 3.00m apart and horizontal barbed wire, stud tied with G.I staples and G.I clips to retain horizontal, etc with reinforced barbed tape/spring core (2.5mm thick) wire of high tensile strength of 165kg/sqmm with tape (0.52 mm thick) and weight not less than 43.478 gm/metre, all as specified and directed by Engineer-in-Charge. Note:- Y angle iron bracket and horizontal barbed wire will be measured and paid separately.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in hard / dense soil complete all as specified and directed

Excavation in trenches not exceeding 1.50M wide and not exceeding 1.50m in depth for foundation etc., not exceeding 10 Sqm on plan and getting out in hard/dense soil complete all as specified and directed.

Excavation in trenches not exceeding 1.50M wide and not exceeding 1.50m in depth for foundation by chisel cutting not exceeding 10 Sqm on plan and getting out in hard rock complete all as specified and directed.

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

Removing of surplus excavated material/ soil not exceeding 50M and depositing where directed at a level not exceeding 1.5M above the starting point complete all as specified and directed.

Material and labour for providing broken glass coping on top of walls rendered with 25mm layer in cement mortar 1:3 as required with a rounded or weathered finish and glass (of bottle or thick glass) broken to approximately 63mm gauge, shall be firmly embedded at the rate of 10 Kg of glass per square metre all as specified and as directed.

Sri Associates

BHATNAGAR ASSOCIATES

M/S B.SHRAVAN KUMAR

BUILDWEL

STANDARD AGENCIES