SPECIAL REPAIR TO ROAD FROM GD POST NO 27 TO GD POST NO 30 AT 39 FAD BHARATPUR MIL STN

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth not exceeding 50 mm etc complete all as specified and directed.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50 mm but not exceeding 100 mm etc complete all as specified and directed.

M&L for 75 mm thick (compacted thickness) WBM for disturbed portion of road with coarse aggregates (lime/sand store, flint or quartzite) of grading 2 (63 to 40 mm size) or grading 3 (50 to 20 mm size), spread, rolled and consolidated to required gradient, camber and super elevation to match with existing surface rolled with 8-10 tonne power roller etc complete all as specified and directed.

M&L for 75 mm thick (compacted thickness) WBM for disturbed portion of road with coarse aggregates (lime/sand store, flint or quartzite) of grading 2 (63 to 40 mm size) or grading 3 (50 to 20 mm size), spread, rolled and consolidated to required gradient, camber and super elevation to match with existing surface rolled with 8-10 tonne power roller etc complete all as specified and directed but except material. NOTE: Material obtained from scarifying shall be reused.

M&L for 100 mm thick (compacted thickness) WBM for disturbed portion of road with coarse aggregates (lime/sand store, flint or quartzite) of grading 1 (90 to 40 mm size) spread, rolled and consolidated to required gradient, camber and super elevation to match with existing surface rolled with 8-10 tonne power roller etc complete all as specified and directed.

M&L for 100 mm thick (compacted thickness) WBM for disturbed portion of road with coarse aggregates (lime/sand store, flint or quartzite) of grading 1 (90 to 40 mm size) spread, rolled and consolidated to required gradient, camber and super elevation to match with existing surface rolled with 8-10 tonne power roller etc complete all as specified and directed but except material. NOTE: Material obtained from scarifying shall be reused.

M&L for preparing un-surfaced WBM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with air blown compressor to remove all loose dirt etc & applying evenly a priming tack coat with bituminous primer VG-10 @ 10 Kg per 10 Sqm and laying bituminous premix macadam etc complete all as specified and directed.

M&L for preparing black top 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 10 Sqm etc complete all as specified and 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 for 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 providing bituminous premix asphaltic semi dense concrete 30 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.

Demolition of bricks (laid flat or on edge ) or brick tiles laid dry or laid dry and pointed in floors, channels, kerbs, aprons, (each layer) etc complete all as specified and directed.

Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc. laid dry or laid dry and pointed etc complete all as specified and directed.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in 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 sq m on plan and not exceeding 1.5 m in depth and getting out soft/loose soil.

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.

Earth filling under floor or pavings , spreading and levelling in layers not exceeding 25cm thick and well ramming including watering as required .etc complete all as specified & directed.

Moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering .etc complete all as specified & directed.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete .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.

M&L for cement concrete (1:2:4) B1 type (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 chamfered angles and throating etc complete all 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 of any tint over a coat of primer .etc complete all as specified and directed.

M&L stone kerb (lime stone or sand stone) of roughly squared stones of size 15 cm x 30 cm, and not less than 45cm in length all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flush, etc complete all as specified and directed.

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.

Schedule of Credit

AMIT RISHABH BUILDERS PRIVATE LIMITED

M/S MAMTA CONSTRUCTIONS