SPECIAL REPAIR TO ROAD AT VIJAYDWAR MAIN GATE OF HQ 322 INF BDE ( RAISING OF ROAD HEIGHT AT WATER LOGGING AREA AT MAIN GATE APPROX 80M LENGTH) UNDER GE (SOUTH) AT JAIPUR MIL STN

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and depth not exceeding 50 mm 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.

M&L for 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.

M&L for 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.

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 10 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.

Demolition Cement concrete (unreinforced ) concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) etc complete all as specified and directed.

M&L for preparing bituminous surfaces of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc, applying priming/tack coat with bituminous primer (VG-10) viscosity grade @ 5 Kg per ten Square metre including providing 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 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 mix 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 road marking paint conforming to BIS 3262, laid through road marking machine in a layer painting lines, dashes, arrows, letters etc on roads, pavements and the like exceeding 10 cm wide with road marking paint, white or golden yellow of CRYSTALEX, using 5 Kg material per square meter by incorporating the white glass beads for reflectivity in 100 mm width.etc complete all as specified & directed.

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

M&L for machine pressed precast concrete interlocking paver block, 60mm thickness, M-35 grade of any shape and size confirming to IS-15658-2006, with grey cement and pigment laid over and including providing 25mm thick sand cushion and joints of interlocking tiles filled with dry sand and compacted with mechanical plate vibrator including providing 100mm thick PCC (1:4:8) using 40mm graded stone aggregate in base etc complete all as specified & directed.

S&F in repair a cat eye standard quality solar stud aluminum ally and PC construction solar powered by monocrystal solar panel type battery one high capacity Nicd rechargeable battery view distance approximately 1000 Mtrs, LEDs 010 mm etc complete all as specified and directed. Make: Cat eyes of DA Dark eyes or equivalent as in /Future vista /Tata VPI/ Gogia Plastic/3M

S&F in repair long delineator of CRCA pipe 90 cm long painted with powder coated or stove enameled white/black colour provided with wire gauge for safety of reflector of three strips each of 50 mm wide of red, yellow and white diamond grade Micro prismatic type IX Retro Reflective sheeting, embedded in PCC (1:2:4) type B1 with 20 mm graded stone aggregate (Size of block 30Cm x 30 Cm x 30 Cm) etc complete all as specified and directed by Engineer-in-Charge. Make: ARS -1006 of MS auto mate road safty Pvt ltd or equivalent as in /Future vista /Tata VPI/ Gogia Plastic/3M/Dark eyes

M/L for preparation of plastered / stone kerbs surfaces as in road dividers along the road by complete removal of surfaces and applying two coats of synthetic enamel paint over a coat of wall primer etc complete all as specified and directed.

Dismantling of Steel main gates of size exceeding 5.5 m wide and 3 m height each consisting of 2 leaf by cutting its pintle hinges and again fixing it in the same column steel pillar with welding the gate above 30cm from the initial level, including necessary iron fillets and plates etc and making it smooth functioning of the opening and closing of gates as directed by Engr in charge.

M&L re-inforced concrete pipes, class NP-2, laid and jointed complete with collars bore of pipe of 600 mm etc complete all as specified and directed.

M&L cement concrete (1:3:6), type C-2 using 40 mm graded aggregate in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested bore of pipe 600 mm etc complete all as specified and directed.

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

Dismantling of framed work as in grating grills/ dismantling of wrought iron work or mild steel work of any description not otherwise provided etc complete all as specified and directed.

M&L for framed work such as grills gratings etc with ends of bars shouldered and or riveted or forged into spikes framed guards bars or framed work confirming to Fe 290 Gde E-165 etc complete all as specified and directed.

Schedule of Credit

M/S Mohan Lal Gupta