DEMOLITION AND RECONSTRUCTION OF LEFT OVER HIGH SECURITY WALL ALONG WITH ASSOCIATED WORKS SERVICES AT AFS KALAIKUNDA

Amount

B/R PORTION

Dismantling cast iron work of any description complete all as specified and as directed.

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

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

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

M&L for 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 0.9mm dia complete all as specified and directed.

M&L for TMT bars 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 0.9mm dia complete all as specified and directed.

Formwork to sides of concrete RCC/PCC bands in walls horizontal or sloping and similar works for rough finished surface of concrete complete all as specified and as directed.

M&L for RCC M 25 design mix using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.

M&L for providing cement concrete 1:2:4 type B0 (12.5 mm stone graded aggrgate) in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerb, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed.

M&L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortor 1:6, complete all as specified and as directed.

M&L for rendering 15mm thick in cement mortar (1:6) on fair faces of brick or concrete surface finished even and smooth without using extra cement complete all as specified and directed.

M&L for rendering 15mm thick in cement mortar (1:6) on other than fair faces of brick or concrete surface finished even and smooth without using extra cement complete all as specified and directed.

M&L for preparation of newly plastered surface of wall and apply two or more coats of Premium Acrylic Smooth exterior paint with Silicone additives of required shade @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete all as specified and as directed.

S&F framed work such as hand rails, half round or other steel 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.

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. (each line of wire to be measured) complete all as specified and as directed.

M&L for preparation of newly steel surface of any description, not otherwise described over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

M&L provided concertina coil fencing with required dia. 600mm upto 4m height of wall with exsisting angle iron Y shaped placed 2.4m or 3.00m apart and with 9 horizontal RBT stud tied with GI slips to retain horizontal including necessary bolts of GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (RBT)/ spring core(2.5mm thick) wire of high tensile strengthg of 165 Kg/Sqmm with tape (0.52mm thick) and weight 43.47 gm/mtr complete all as specified and as directed.

Taking down cement or cement lime plaster any description from walls/ceiling etc. including racking out joints, hacking for key & scrubbing down with water complete all as specified and directed.

Restraining resecuring of barbed wire and Concertina coil including making good staples etc.complete all as specified and directed.

M&L for preparation of old treated/painted surface of wall and apply two or more coats of Premium Acrylic Smooth exterior paint with Silicone additives of required shade @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete all as specified and as directed.

Excavating in post holes (or similar holes) each n. Exc. 0.5 cum in any type of soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed.

Excavation in trenches not. exc 1.5 m wide and not exceeding 1.5 m in depth for foundation, 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 soft/loose soil complete all as specified and as directed.

Excavation in trenches not. exc 1.5 m wide and not exceeding 1.5 m in depth for foundation, 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 hard/dense soil complete all as specified and as directed.

Returning, filling in trenches including spreading leveling, watering and well ramming in layers not exceeding 25 cm thick in soft/loose soil, complete, all as specified and as directed.

Removing excavated soil to a distance exceeding 250 m but not exceeding 500 m and depositing where directed at a level, not exceeding 1.5 metre above the starting point complete all as specified and as directed.

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

M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed.

M&L for RCC M25 (Design mix) using 20mm graded stone aggregate 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.

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 for rough finished surface of concrete (flat) complete all as specified and directed.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions or fair finished surface of concrete surface as in square, rectangular or polygonal shape, complete all as specified and directed.

M&L for RCC M 25 design mix using 20mm graded stone aggregate as in column, pillars, post etc. complete all as specified and as directed.

M&L nonshrink, high strength, free flowing and self levelling, non metalic, chloride free cementtitious grout between precast RCC wall panel of 80mm thick.The grout shall have expansion of 0.8% to 1.5% and density of 1800 Kg/m3 and shall attain 500Kg/cm2 compressive strength at 28 days Water Cement powder ratio shall not be more than 0.17 and shall have flowable index of 0.19 as shown in drawing complete all as specified and as directed.

M&L nonshrink, high strength, free flowing and self levelling, non metalic, chloride free cementtitious grout in 80x80x200mm pocket to fix angle frame.The grout shall have expansion of 0.8% to 1.5% and density of 1800 Kg/m3 and shall attain 500Kg/cm2 compressive strength at 28 days Water Cement powder ratio shall not be more than 0.17 and shall have flowable index of 0.19 as shown in drawing complete all as specified and as directed.

M&L for precast RCC M25 (Design mix) in Columns, pillars, piers, posts and struts complete all as specified and directed.

M&L for precast RCC M25 (Design mix) as in wall slab complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, in any kind of soil complete all as specified and directed.

M&L for MS TMT bars 10 mm dia for stiffener of chain link fencing, 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 0.9mm dia complete all as specified and directed.

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 directed.

Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and directed.

S&F 12mm dia. neck 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, exc. 15cm but n. exc. 22.5cm long complete all as specified and directed.

M&L for RCC M 25 design mix using 20mm graded stone aggregate 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 preparation of newly steel surface of any description, not otherwise described n. exc.10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Removing building materials/debris etc to a distance up to 1.5 KM and depositing/ stacking at any place inside MoD land complete all as specified and directed.

Removing building materials/debris etc. to a distance exceeding 1.5 KM but not exceeding 3.0 KM and depositing/ stacking at any place inside/outside MoD land complete all as specified and directed.

Removing building materials/debris etc. to a distance exceeding 3.0 KM but not exceeding 5.0 KM and depositing/ stacking at any place inside/outside MoD land complete all as specified and directed.

Note:- Schedule of credit (Sch 'A' Part- II) amount of Rs 37,80,780.00 shall be deducted from the total quoted amount of BOQ.

Phoenix Infra

NARSINGH DEVELOPERS LLP

D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED

MS SHRI B.C. DAS

M P KHAITAN

surendra infrastructure pvt ltd

NIRMAL SALES CORPORATION