SPECIAL REPAIRS TO ROAD FROM ESH NO 106 TO NEAR CLP-37 IN BSD OF DEPOT AREA CAD PULGAON

Amount

Material and labour for earth work in excavation (for all kind of soil/ in existing road) by mechanical means (Hydraulic excavator) means over areas (exc 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m complete all as specified and directed.

Material and labour for moorum/red bajri filling in floors or pavings, laid in layers not exc 15cm thick, spread, levelled and rammed including watering and consolidation with power roller of capacity exc 8 tonne and not exc 12 tonne complete all as specified and directed.

Material and labour for 200mm thick (spread thickness) soling (or sub base) with broken boulders or quaried stone (granite, trap or basalt stone) of size range 50mm to 20mm interstices filled, surface formed, rolled with 8 to 12 tonne power roller and consolidated to required gradient and camber complete all as specified and directed.

Rolling and consolidation formation of surface in cutting/ filling with power roller 8 to 12 tonne and consolidated to required gradient and camber including watering complete all as specified and directed.

Material and labour for 150mm thick (compacted thickness) WBM in two layers each of 75mm thick (each layer to be rolled and consolidated separately) with coarse aggregate of granite/ black trap/ basalt stone of grading 2 ranging from 63mm to 40mm, hollows made up to form true surface, spread, surface binding with and including screening and moorum, watered, consolidated and rolled with 2 to 5 tonne power roller to gradient and camber required complete all as specified and directed.

All as per item No 5 above but except stone/ material rate (granite, trap or basalt) complete all as specified and directed.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and not exc 50mm deep complete all as specified and directed.

Material and labour for 7.5cm thick (compacted thickness) WBM with coarse aggregate of grading 3 (50mm to 20mm size) spread, rolled and consolidated to gradient and camber required with granite trap or basalt stone aggregates complete all as specified and directed.

Material and labour for preparing unsurfaced WBM by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sqm using paving bitumen grade VG-10 complete all as specified and directed.

Material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt and applying evenly a ppriming /tack coat with bituminous primer at 5Kg per 10 sqm for receiving bituminous macadam using paving bitumen grade VG-30 complete all as specified and directed.complete all as specified and directed.

Material and labour for premixed bituminous macadam, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with binder content (paving bitumen) of 4% by weight of total mix and 1.5% cement filler complete all as specified and as directed.

Material & Labour for premixed asphaltic semi dense concrete 40 mm consolidated thickness by using 5.5% binder content (using paving bitumen of grade 80/100) using hot mix process and mechanical paver, rolled and compacted to required camber and gradient using 8 to 12 tonne power roller complete all as specified and as directed.

Material and labour for preparation of road surface and applying thermoplastic reflective paint in marking of minimum 2.5mm thick, single coat as in centre line and edge line road marking of 150/100mm width using 'HOT MARK' thermoplastic modern propelled road marking machine as directed including all ingredients such as blinder, glass beads Titanium dioxide calcium carbonate inter fillers thermoplastic requirement for glass beads shall be the table No 800.4 of MORTH specifications including spraying of glass beads etc all as per manufacturer's instructions and complete all as specified and directed.

Surface dressing not exc 15cm deep and getting out in soft/loose soil for road side berms to required gradient complete all as specified and directed.

Material and labour for approved moorum/red bajri in road berms, spread in road berms 100 mm spread thickness rolled and consolidated to gradient and camber required with light roller of capacity not less than 0.5 tonne complete all as specified and directed.

Removing excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed.

Chintamani Constructions (BID ID -3284614)

M/S.Chourasia Construction Company (BID ID -3287121)

Bidder Name

M/S.Chourasia Construction Company

Chintamani Constructions

M/S JAI BHAWANI CONSTRUCTIONS