PROVN OF HARDSTADING FOR PARKING FOUR WHEELER AND ALLIED WORKS AT NKG BUILDING AT INS CHILKA UNDER GE CHILKA

Amount

Excavating over areas not exceeding 1.5m depth and getting out as in soft/ loose soill complete all as specified and as directed.

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

M&L Maroom/ red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick spread, levelled and rammed including watering complete all as specified and as directed. Note:- Compacted thickness is to be measured.

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

Removing excavated soil to a distance exceeding 500 m but not exceeding 1 Km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.

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

M&L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified and as directed.

M&L PCC 1:2:4, type B-1 using 20 mm graded stone aggregate in coping, benching of manholes etc, and including necessary use and waste of form work complete all as specified and as directed.

Demolition of cement concrete in ground floor and paving not exceeding 15cm thick (below or above ground level) and removing the debries to a distance not exceeding 50 m complete all as specified and as directed.

Use and waste of form work to sides of concrete foundations, footings, bases of columns, raft & raft beams, side & soffits of foundation & plinth beams; and similar work; vertical or to batter rough finished surfaces of concrete flat complete all as specified and as directed.

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

M&L RCC 1:1.5:3 type A-1 using 20 mm graded stone aggregate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc complete all as specified and as directed.

M&L RCC 1:1.5:3 type A-1 using 20 mm graded stone aggregate in columns, pillars, piers, posts and struts etc complete all as specified and as directed.

M&L Mild steel TMT bar 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for column hooking end and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clip complete all as specified and as directed.

M&L Mild steel TMT bar 6 to 8 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for column hooking end and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clip complete all as specified and as directed.

S&F mild steel bolts, purpose made, with hexagonal/ square head one end and screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 30cm long, dia of neck exceeding 12 mm but not exceeding 20 mm complete all as specified and as directed.

M&L for brick work with fly ash bricks, straight or curved on plain exceeding 6m means radius built in cement mortar 1:6 complete all as specified and as directed.

M&L 10 mm thick rendering on fair faces of brick work or stone masonsry or concrete surfaces in cement mortar 1:4, surface finished even and fair complete all as specified and as directed.

M&L 15mm thick rendering on other than fair faces of brick work or stone masonary or concrete surfaces in cement mortar 1:4 , surfaces finished even and fair complete all as specifed and as directed.

M&L for reinforced concrete pipes class NP-2, laid and jointed complete with collar of 300 mm dia complete all as specified and as directed.

M&L PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as foundation filling and mass concrete complete all as specified and as directed.

M&L for Walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, ccomplete all as specified and as directed.

M&L soling (or sub base) 200mm thick with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed. Note:- Spread thicknees is to be measured.

M&L for broken stone hardcore of guage not exceeding 63 mm , deposited , spread, leveled in layers not exceeding 15cm thick watered and rammed to a true surface complete all as specified and as directed.

M&L for 100 mm thick PCC 1:3:6, type C-2 using 40 mm graded stone aggregate as sub base of floor or hard standing or in path, surface finished rough to receive further finishes complete all as specified and as directed.

M&L for 150 mm thick PCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in floor or hard standing or in path, surface finished even and fair complete all as specified and as directed.

M&L forming 20mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'A' thickness of concrete slab 150mm complete all as specified and as directed.

M&L for providing precast cement concrete 1:2:4, type B-1 using 20 mm graded stone aggregate in cover slabs for manholes , chullah hoods, chajjas etc set in cement mortar 1: 4 including necessary use and waste of formwork complete all as specified and as directed.

S&F rolled mild steel as in roof trusses (framed), trussed purlins , rails and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections), gusset plates etc including distance pieces, cleats etc conforming to Gde Fe410-0 or Fe 310-0 complete all as specified and as directed.

M&L applying two coat of synthetic enamel paint of approved shade over one coat of red oxide primer including prepration of new steel and iron surfaces of any description over 10cm in width or girth complete all as specified and as directed.

M&L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, set jointed and pointed in neat cement slurry with grey cement and pigment over and including 15mm thick screed bed or bedding layer in cement mortar 1:4 complete all as specified and as directed.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness with 50% colour tiles laid in the pattern as approved ,M-35 Grade laid over and including average 50mm thick sand cushioning complete all as specified and as directed.

S&F pre -painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/ cladding to wall,fixed with self tapping screw complete all as specified and as directed.

S&F pre -painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall,fixed with self tapping screws complete all as specified and as directed.

PRASANTA KUMAR PANDA

HARI PALAI

UDAYA BHANU NAYAK