PROVISION OF BOUNDARY WALL AT MARRIED ACCOMMODATION AREA AND RAISING OF RETAINING WALL ADJACENT TO ROS BUILDING AT DIGLIPUR UNDER GE (SOUTH) DIGLIPUR

Amount

Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for laying drain pipes, retaining wall, security wall or for manholes etc. area not exceeding 10 Sqm on plan and getting out in hard/ dense soil complete all as specified and directed.

M&L for PCC 1:3:6 Type C-2 (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete etc complete all as specified and directed.

M&L for RCC M-30 grade (design mix) (using 20mm graded crushed granite 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.

M&L for RCC M-30 grade (design mix) (using 20mm graded crushed granite stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed.

M&L for RCC M-30 (design mix) (using 20mm graded crushed granite stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

M&L PCC Type B1, 1:2:4 (using 20 mm graded granite stone aggregate) as in copings, kneelers, apex stones, bed plates, levelling course, kerbs water troughs and the like including use & waste of formwork, weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.

M&L for providing rough finished steel 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 flat rough finished surfaces of concrete complete all as specified and directed.

M&L for providing rough finished steel formwork to sides of pillars, posts, struts, piers, columns and stanchions, for flat fair finished surfaces of concrete complete all as specified and directed.

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

M&L for 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.

M&L for Mild steel TMT bars 5 mm dia over upto and including 10 mm dia cut to length, bent to shape required, as 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.

M&L for pre-cast cement concrete solid block masonry exc 10 cm in width with minimum compressive strength of 50kg/sqcm using PCC 1:3:6 type C-1(using 20mm graded stone aggregate) set in CM 1:6 complete all as specified and directed.

M&L for pre-cast cement concrete hollow block masonry exc 10 cm in width with minimum compressive strength of 50kg/sqcm using PCC 1:3:6 type C-1 (using 16mm graded aggregate) set in CM 1:6 complete all as specified and directed.

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

M&Lfor preparing new plastered surfaces and applying two coats of cement base paint on surfaces of walls over one coat of primer complete all as specified and directed.

S & F for 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 strain ing bolts, including, securing or typing at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified and directed.

S & F for MS post and struts in fencing including cutting tops to sharp as directed, drilling holes, notching for wire etc and confirming to similar work Fe-290 grade E-165 complete all as specified and directed.

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

S & F for concertina coil SRPBT fence comprising of SRPBT helix concertina of 600mm dia (before stretch) having 50 no of trun 125 clip, barb length 23.5mm 2.5mm high carbon core wire, tape width 18.60mm, centre width 7.40mm etc. Including anticorrosive bitumen coated as per IS :158 (1981) stretch Per coil =6 mtr complete all as specified and directed.

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

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

Demolition of reinforcement cement concrete of any description and in any position including removal of all demolished material form site complete all as specified and directed

M& L for RCC M-30 grade design mix (using 20mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.

M & L for providing fair finished steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finshed surfaces of concrete complete all as specified and directed.

S&F for PVC (SWR) pipe 75mm dia on wall/floor single socketed in any length with rubber rings joints complete all as specified and directed.

Rough excavation n exc 1.5m deep and getting out in any type of soil complete all as specified and directed.

Removing excavated siol, soft distengerated rock to a distance exc 1.50 KM but not exc 5.00 KM and depositing where directed complete all as specified and directed

Kakolil Trade Agencies

ASHOK BISWAS

M/s Pooja Enterprises

Bharat Udyog

Allied Trading Company

KML CONSTRUCTION