WIDENING OF ROAD FROM FD HOSPITAL TO REAR GATE OF APS JHANSI UNDER AGE B/R-II OF GE JHANSI

Amount

Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in soft loose soil complete all as specified and directed.

Excavating over areas, n. exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed.

Removing excavated material n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed.

Rolling and consolidating formation surface in cutting with 8 to 12 tonne power roller including filling in hollows and depression which occur during the process of rolling, complete all as specified and directed.

M&L for 200 mm thick (spread thickness) soling with broken boulders or quarried stone interstices filled, surface formed, rolled and consolidated wth 8 to 10 tonne power roller to required gradient & camber complete all as specified and directed.

M&l for 150mm thick (compacted thickness) WBM, laid in two separate layer of 75mm compacted thickness each layer with coarse aggregates of grading 2 (63 to 40mm size) for 1st layer and grading 3 (50 to 20mm size) for second layer (surface of each layer will be binded with screening and moorum, watered, consolidated and compacted separately) , spread, rolled and consolidated to required gradient and camber required using granite, trap or basalt stone using 8 to 10 tonne power roller complete all as specified and directed.

M&L for preparation of unsurfaced water bound macadam top surface 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 evenly a primer/tack coat with bituminous primer using paving bitumen of grade VG-10 at the rate 10 kg per 10 sqm for laying bituminous semi dense asphaltic concrete, complete all as specified and directed.

M&L for preparation of black top surfaces 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 evenly a primer/tack coat with bituminous primer using paving bitumen of grade VG-10 at the rate 5 kg per 10 sqm for laying bituminous semi dense asphaltic concrete, complete all as specified and directed.

M&L for providing bituminous premix semi-dense asphaltic concrete (design mix) 40mm consolidated thickness with 5.5% binder content by weight of total mix, using paving bitumen VG-30 ,laid/spread uniformly by means of mechanical pavers over primed surfaces, rolled and compacted to required camber and gradient using 10 to 12 tonne power roller, complete all as specified and directed.

M&L for moorum/red bajri brought from out side MD land, filling in layers not exceeding 7.5 cm thick, spread, watered and rolled with 8 to 10 tonne power roller to required camber and gradient, complete all as specified and directed.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.

M&L for preparing bituminious road surface and marking 2.5 mm thick centre lines, stop lines, dashes, arrows, etc. and the like n. exc 10 cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instructions complete all as specified and directed.

Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed.

M&L for stone kerb of roughly squared granite or trap stones of size 20cm x 30cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6 mm for top and exposed surfaces of sides and 20 mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as specified and directed.

M/S R.S.BUNDELA & SONS

m/s RAM BABU SINGH