PROVISION OF BARBED WIRE FENCING WITH GATE AT 17.78 ARES 0.44 ACRES REVENUE LAND AT ALLEPPEY PROPOSED RADAR STATION UNDER CSN PHASE II PROJECT

Amount

Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth for foundation in soft/loose soil and getting out complete all as specified and as directed.

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

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

Material and labour for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation and mass concrete complete all as specified and as directed.

Material and labour for nominal mix type B1 1:2:4 using 20 mm graded granite stone aggregate as in foundations including rafts, footings, plinth beams, base of column etc all as specified and as directed.

Material and labour for nominal mix type B1 1:2:4 using 20 mm graded granite stone aggregate as in columns, piers, posts etc all as specified and as directed.

Use & waste for form work to sides of foundation, footing, bases of columns, plinth beam, rough finished surfaces of concrete flat all as specified and as directed.

Use & waste for form work to sides of concrete surfaces of columns/pillars, square or rectangular in plan, fair finshed surfaces all as specified and as directed.

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

Material & Labour for TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed.

Material and labour for Plain cement concrete 1:2:4 type B0 using 12.5mm graded stone aggregate as in coping with necessary formwork complete all as specified and as directed.

Material and labour for rendering in CM 1 : 6, 15 mm thick on surfaces of brick/concrete surfaces without using extra cement all as specified and as directed.

Material and labour for preparation of new plastered external surfaces of walls and applying two coats of cement based painting over a coat of alkali resistant primer complete all as specified and as directed.

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

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

Supply and fix Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) grade Fe-410(Gde E-250) complete all as specified and as directed.

Material and labour for TMT bar 6 to 8mm dia, cut to length, bent to shape required including bending or hooking ends and binding with and including mild steel wire (annealed) not less than 0.9m dia complete as in reinforcement complete all as specified and as directed.

Material and labour for reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) as in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area not exceeding 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops all as specified and as directed.

Material and labour for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundation and mass concrete complete all as specified and as directed.

Supply and Fix Galvanized, 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. including taking out existing wires complete all as specified and as directed. (each line wire to be measured)

Supply and fix rolled mild steel framed work as in doors or gates of angle or other section confirming to Fe-290(Gde E-165), with gusset plates, rails braces, etc complete drilled for fixing of steel sheeting or other covering and hanging and fixing complete

Material and labour for applying two coats of synthetic enamel paint over one coat of red oxide primer on new steel surfaces over 10 cm wide or girth including preparation of surface etc., complete all as specified and directed.

Material and labour for applying two coats of synthetic enamel paint over one coat of red oxide primer on new steel surfaces not exceeding 10 cm wide or girth including preparation of surface etc., complete all as specified and directed.

Supply and Fix concertina coil of 610 mm outer dia made out of 2.60mm dia spring steel wire 230gm (2min) dipped with corrosion preventive fluid (rusilo 901) of castrol make incl white colour, each coil having min 50 turns (circles) and an average weight not less than 8.57 kg (plus or minus 5%) including handle and spike at both ends of coil errected in position on top of mild steel angle by fixing with MS rod for securing incl necessary welding to MS sections etc complete all as specified and directed.

Material and labour for site clearance including removal of any type of grass/vegetation complete all as specified and directed.

Excavation over areas not exceeding 1.50m deep and getting out in soft/loose soil complete all as specified and as directed.

Material and labour for 100mm thick Soling with broken stone boulders or quarred stone, interstices filled, surface formed and including rolling and consolidating to required gradient and camber using 0.2 - 0.5 Ton hand roller all as specified and as directed.

Material and labour for 50mm thick plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in pavings/path complete all as specified and as directed.

Material and labour for providing plain cement concrete 1:2:4 type B1, using 20mm graded stone aggregate as in paving 40 mm thick finished even and smooth with out using extra cement including spike rolling to surfaces or making impressions of expanded metal whilst the concrete is green all as specified and as directed.

Material and labour for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'B' for 90mm thick concrete complete all as specified and as directed.

KDR CONSTRUCTION

bijoys.k.abraham

pk janardhanan