PROVN OF WIDENING OF ROAD (EXCEPT E/M AND W/S) FROM T JUNCTION OF SUPPLY DEPOT TO MH JAIPUR REAR GATE AT JAIPUR MIL STATION

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/loose Soil

Excavating over areas, not exceeding 1.5 m deep and getting out soft / loose soil etc complete all as specified and directed.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation, etc or for shaft, well, cesspit, manhole, pier holes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out soft/loose soil etc complete all as specified and directed.

Returning filling with earth obtained from excavation including spreading watering and consolidation in layers not exceeding 25 cm thick .etc complete all as specified & directed.

Removal of excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point .etc complete all as specified & directed.

Removal of excavated material exceeding 250m but not exceeding 500m and depositing where at a level not exceeding 1.5 m above the starting point .etc complete all as specified & directed.

Removal of excavated material exceeding 500m but not exceeding 1.5Km and depositing where directed at a level not exceeding 1.5 m above the starting point .etc complete all as specified & directed.

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

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

Extra for forming fair finished drain or channel 45cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.

M&L cement concrete type B2, (1:2:4) using 40 mm graded aggregate in foundations, filling and mass concrete etc complete all as specified and directed.

M&L cement concrete type D2, (1:4:8) using 40 mm graded aggregate in foundations, filling and mass concrete etc complete all as specified and directed.

M&L for 100mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in subbase of floors.

M&L for precast cement concrete block( kerb stone) or slabs 150mm thick (1:2:4) type B-1 using 20mm graded stone aggregate with plain or interlocking joints as directed complete in walls setting in cement mortar (1:4) etc complete all as specified and directed .

M&L cement concrete type B1, (1:2:4) using 40 mm graded stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth with using extra cement. etc complete all as specified and directed .

M&L for providing precast cement concrete B1 type, (1:2:4) using 20 mm graded aggregate in landings cover slabs (for manholes etc.) chullah, hoods, chajjas, water troughs mangers, shelves and similar articles with plain faces set in cement mortar (1:6). etc complete all as specified and directed.

M&L for cement concrete (1:2:4) B1 type using 20 mm graded aggregate , in lintels upto 1.5 m clear span, oils, steps; seismic and other similar bands, plinth courses, string courses, lacing courses parapets and railings upto 60 cm in heights coping kneelers, apex stone bed plate, water trough and the like including weathering, slightly champhered angles and throating etc complete all as specified and directed.

M&L for pre-cast cement concrete B1 type, (1:2:4) using 20 mm graded aggregate block masonry with solid blocks, exceeding 10 cm in width and setting mortar, set in cement mortar (1:4). etc complete all as specified and directed.

M&L brick work with subclass ‘B’ old size bricks straight or curved on plan exceeding 6.00 metre mean radius, built in cement mortar (1:4) etc complete all as specified & directed.

M&L brick work with subclass ‘B’ old size bricks straight or curved on plan exceeding 6.00 metre mean radius, built in cement mortar (1:6) etc complete all as specified & directed.

Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cracking, 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. etc complete all as specified & directed.

S&F framed work such as grills, gratings, etc, with ends of bars shouldered and / or riveted, or forged into spikes ; framed guard bars ; barred iron doors ; ladders; framed balusters; walkways ; railings ; framework of water tanks and similar work conforming to Fe-290 Gde E-165. etc complete all as specified & directed.

S&F rolled mild steel sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors ; fixed with angle cleats or other connecting plates Fe -290 ( Gde-E-165 ).

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

M&L for machine pressed precast concrete interlocking paver block, 80mm thickness, M-40 grade of any shape and size confirming to IS-15658-2006, with grey cement and pigment laid over and including providing 25mm thick coarse sand laid over sub base as specified and directed.

M&L for rendering 15 mm thick in CM (1:4) on brickwork or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L for preparing of newly plastered surfaces of wall and and applying two coats of cement base paint .etc complete all as specified and directed.

M&L for preparation new concrete surfaces of any description over 10 cm in width or girth, not otherwise description and applying two coats of synthetic enamel paint over a coat of primer complete all as specified .

M&L preparing new steel surfaces of any description exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zink chrome etc complete all as specified and directed.

M&L for internal diameter of pipe 450 mm re-inforced concrete pipes, class NP-2, laid and jointed complete with collars etc complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting Power roller exceeding 8 tonne & not exceeding 12 tonne etc complete all as specified and directed.

200 mm thick (spread thickness) soling (or sub base) (in two layers of 100mm spread thickness and each layers to be rolled and consolidated separately) with broken boulders or quarried stones interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller. etc complete all as specified and directed.

150 mm thick WMM ,providing,laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site,laying in uniform layers in subbase/base course on well prepared subbase and compacting with smooth wheel roller of 80KN to 100KN weight to achieve the desired density etc complete all as specified and directed.

Moorum/red bajri filling in floors or pavings, laid in layers not exceeding 30 cm thick, spread, levelled and rammed including watering .etc complete all as specified & directed.

M&L for preparing un-surfaced WMM surfaces by brushing with wire brushes and removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat of paving bitumen (VG 10) @ 10 Kg per ten Square metre.etc complete all as specified & directed.

M&L applying evenly a priming/tack coat with bituminous surface of paving bitumen (VG 10) @ 10 Kg per ten Square metre. etc complete all as specified & directed.

M&L for premix bituminous macadam mixed laid with mechanical paver and 8 to 12 tonne power roller and compacted to required gradient and camber (Consolidated thickness 75mm or less) with paving bitumen 4% binder (viscosity grade VG-30) contents all as specified and directed. NOTE:- (i) Work shall be executed as per designed mix (job mix formula) approved by GE. (ii) If the bitumen content as per design mix found to be less than 4%, it shall be recovered at the rate of Rs 50/- per Kg for short of bitumen. If bitumen content found to be more than 4% as per design mix same shall be provided without any extra cost to the Govt.

M&L applying priming/tack coat with bituminous primer (VG-10) viscosity grade @ 5 Kg per ten Square metre etc complete all as specified & directed.

M&L for laying bituminous premix asphaltic semi dense concrete 40 mm thick (consolidated thickness) with mechanical paver, mixed at hot mix plant transported to site in tippers, chipping mixed with 5.5% of paving binder (VG-30) viscosity grade, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient etc complete all as specified and directed. NOTE :- (i) Work shall be executed as per job mix formula approved by Accepting Officer. (ii) Bitumen content as per design mix is found to be less than 5.5%, the short of bitumen shall be recovered at the rate of Rs 50/- per Kg and no adjustment shall be made if the bitumen content as per design nix found to be more than 5.5% same shall be provided without any extra cost to the Govt.

M&L for cleaning and preparing the road surfaces for road marking with reflective thermoplastic white/yellow road marking paint conforming to BIS 3262, laid through road marking machine in a layer of CRYSTALEX, using 5 Kg material per square meter by incorporating the white glass beads for reflectivity in 100 mm width.

S&F in repair cat eye standard quality solar stud aluminium alloy and PC construction, of size 125mmx125mmx25mm (shank 60mm), solar powered by monocrystalline solar panel, type of battery one high capacity Ni-Cd rechargeable battery view distance upto 1000 meters, LED with 10,000 to 8000 mcd, 3 pieces each side and total 6 pieces in solar panel for high brightness of different colours, backup 12 hours of continuous lighting etc complete all as specified and directed.

S&F in repair delineators made of ABS round body fitted with two Nos 110mm dia high reflective reflectors and having a pipe (duly powder coated) two small rectangular reflectors of size 70mmx23mmx2 Nos each side for better reflectivity and steel pipe 120 cm long powder coated providing, grouting in PCC (1:2:4) type B1 with 20mm graded stone aggregate (size of block 30cmx30cmx30cm) etc complete all as directed by engineer-in-charge.

Demolition of brickwork or stone/boulder masonry, built in lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc complete all as specified & directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for.etc complete all as specified and directed.

Dismantling of plain or corrugated steel sheeting any gauge, thickness, of any pattern roof.etc complete all as specified and directed.

Schedule of Credit

Satish kumar and company

M/S Anil Enterprises

M/S Mohan Lal Gupta

Ms Hari Deva Builders

J.J.ENGINEERING