SPECIAL REPAIR TO ROAD AT STN SPORT (GYM) COMPLEX AND SWIMMING POOL INCLUDING PROVN OF ROAD FROM BLDG NO P-14 OF 61 CAV TO BLDG NO P-413 OF HAMID VIHAR UNDER ZONE-I AREA AT JAIPUR MIL STATION.

Amount

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

Removing excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point soils.

Forming embankments including raising (or lowering ) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc., not exceeding 1.5m high from base soils.

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

Rolling and consolidating formation surfaces in cutting Power roller exceeding 8 tonne & not exceeding 12 tonne 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.

150 mm thick ( compacted thickness) WBM (in two layers of 75 mm compacted thickness & each layer to be rolled and consolidated separately) with coarse stone aggregate of sand stone, flint or quartzite of grading 2 (63 mm to 40 mm ) size spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller.

M&L for preparing un-surfaced WBM 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.

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 more) 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 preparing the 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 ten Square metre complete all as specified and directed.

M&L for premix bituminous 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.

M&L for 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/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 etc complete all as specified and directed.

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

Demolition of PCC in ground floors and paving not exceeding 15 cm thickness (below or above ground level 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 machine pressed precast rubber moulded 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 25mm thick coarse sand laid over sub base as specified and directed.

M&L for precast cement concrete block 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 (1:6) 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 .

Schedule of Credit

AMIT RISHABH BUILDERS PVT LTD

M/S JALANDRA CONSTRUCTIONS