WIDENING OF BITUMINOUS ROAD FROM TECHNICAL AREA TO BTR AREA AND PROVN OF CEMENT CONCRETE INTERLOCKING TILES FOR PARKING NEAR SCIENTISTS HOSTEL BLDG NO P 225 AT R AND DE E DIGHI PUNE 15

Amount

Surface dressing n exc 15 cm deep in soft/ loose soil for berms complete all as specified and directed.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm (n. exc 50mm deep) 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.

Rolling and consolidation formation surfaces, in cutting including filling in depression and hollows, watering, levelling etc complete to the reuired gradient and camber using power roller exc. 8 tonne and n. exc. 12 tonne complete all as specified and directed.

M&L for soling (or sub base) 200 mm spread thickness with broken boulders or quarried stone interstices filled, surface formed and consolidated to required gradient and camber complete all as specified and directed.

M&L water bound macadam (WBM) 150mm thick (compacted thickness) in two layers of 7.5cm thick each layer with coarse granite, trap or basalt agrregate of grading 2 (63 to 40mm size) each layer spread separatly, rolled and consolidated to the required gradient and camber using 8 to 12 tonne capacity power roller complete all as specified and directed.

Preparing unsurfaced water bound maccadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleared surface with gunny bags to remove all loose dirt etc all as specified and directed.

M&L for applying evenly a priming tack coat with bituminous primer @ 10 kg / 10 Sqm using paving bitumen grade VG-10 complete all as specified and directed.

M&L for 75mm (or less) thick premix bituminous macadam with using 4% binder content by weight of total mix with paving bitumen grade VG-30, rolled and compacted to required gradient and camber with 8 to 12 tonne power roller complete all as specified and directed. NOTE:- The design mix for BM shall be carried out by contractor from approved NABL Lab / Institute / Govt Engg college as directed and design charges thereof shall deemed to be included in the unit rate quoted by the contractor.

M&L for bituminous premix semi dense asphaltic concrete 40mm consolidated thickness using bitumen of grade VG-30 with 5.5% binder content by weight of total mix using mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. NOTE:- (i) Laying of bituminous premix semi dense asphaltic concrete shall be done only by using automatic type censor paver. (ii) The design mix for bituminous premix semi dense asphaltic concrete shall be carried out by contractor from approved NABL Lab / Institute / Govt Engg college as directed and design charges thereof shall deemed to be included in the unit rate quoted by the contractor.

Spreading and levelling with approved moorum obtained from outside MD land and laid in berms 100mm thick (spread thickness) rolled using hand roller 0.20 tonne to 0.50 tonne capacity to required gradient and camber, including watering complete all as specified and directed.

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

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc complete all as specified and directed and accordance with applicable specifications.

S&F cat eye solar reflactive type of metal body alloy of size 100mmx100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with MS stud of suitable size as per manufacturer instructions complete all as specified and directed.

Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above GL) complete all as specified and directed.

M&L for preparation new plastered surfaces of kerb stone of any descrption over 10 cm girth or width and applying two coats of synthetic enamel paint over & includng priming coat to PCC surfaces complete all as specified and directed.

PROVN OF CEMENT CONCERETE INTERLOCKING TILES FOR PARKING NEAR SEIENTISTS HOSTEL BUILDING NO P- 225 AT R&DE (E) DIGHI PUNE. Surfaces excavaion not excedding 30 cm deep and averaging 15 cm deep and excedding 1.5 m in width as well as excedding 10 Sqm area on plan and getting out in any type of soil all as specified and directed.

M&L for 75mm thick PCC 1:5:10 type E-2 (using 40mm graded stone aggregate) as in sub base for laying of interlocking tiles all as specified and directed.

M&L for PCC 1:2:4 type B-1( using 20mm graded stone aggregate) as in foundation feeling and mass concerete all as specified and directed.

M&L for hardcore of gauge n exc 63 mm deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed.

Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design and pattern as in foothpath, parks, lawns, dirve ways or light traffic parking etc., of required strength, thickness and size/ shape, made by table vibratory method using PU mould, laid in required colour an pattern over and includng 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

PAVEWAY CONSTRUCTIONS PRIVATE LIMITED

Mukund Engineers and Contractors

M/s DEVRATAN ENTERPRISES