SPECIAL REPAIRS TO RESURFACING OF INTERNAL ROADS AT MD AND SF ACCN OF GLOBE AREA, SHIVNERI GATE TO GINGEE GATE OF THE MLIRC AND PROVN OF CERTAIN INTERNAL CONNECTING ROADS AT QUEENS GARDEN AREA UNDER GE I BELGAUM

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc. 400 sqm and depth exc 50mm and n.exc 100mm all as specified and as directed.

Rolling and consolidation of formation surfaes in cutting with power roller of capcity exc 8 tonne to 12 tonne all as specified and as directed.

M&L for soling or sub base, 150mm thick spread thickness, with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated by using 8 to 10 ton power roller to required gradient and camber all as specified and as directed.

M&L for WBM, 150 mm thick (compacted thickness) in two layers of each 75mm thick, with granite, trap or basalt aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required all as specified and directed.

M&L for WBM, 75 mm thick (compacted thickness) in single layer, with granite, trap or basalt aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required all as specified and directed.

M&L for preparing surfaces of unsurfaced water bound macadam by wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or pneumatic means to remove all loose dirt etc. and applying evenly priming/ tack coat with paving bitumen at 10 kg per 10 sqm all as specified and as directed.

M&L for premix bituminous macadam with 4% binder content (Paving Bitumen), consolidated thickness 75mm or less, laid, rolled and compacted to required gradient and camber all as specified and as directed.

M&L for preparing black top surfaces by wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or pneumatic means to remove all loose dirt etc. and applying evenly priming/ tack coat with hot blown bitumen at 5 kg per 10 sqm all as specified and as directed.

M&L for bituminous pre-mixed semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content (Paving bitumen) by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and as directed.

M&L for providing road marking strips with 2.5mm thick reflective thermoplastic paint of approved make and shade conforming to relevant standards, width not exceeding 100mm, hot applied on bituminous road surfaces all as per manufacturers instructions with automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heaters including necessary preparation of existing road surfaces and removing the old worn out markings if any all as specified and directed.

S&F road studs (Cats-eye) of size 100x90 mm, white or yellow colour, ABS body with reflective glass elements (white or red) in duo directions fixed on road with two component epoxy hardener and resin/ HT nail as per manufacturers instructions all as specified and directed. Make: Sun eye/ 3M/ Protek or equivalent approved make.

S&F solar reflective 6 LED road studs (Cats-eye) of size 132 x122 mm, 32mm high white or yellow colour, aluminium alloy and PC body with reflective glass elements (white or red) in duo directions fixed on road with two component epoxy hardener and resin/ HT nail as per manufacturers instructions all as specified and directed. Make: Sun eye/ 3M/ Protek or equivalent approved make.

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

Excavation in trenches n. exc. 1.5 m wide and n. exc. 1.5 m depth for foundation, etc. and getting out in hard/ dense soil all as specified and directed.

Returning filling in with approved excavated soil including spreading levelling, watering and well ramming in layers n. exc. 25 cm thick all as specified and directed.

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

Removing excavated soil exc 250m but n.exc 500 m and depositing where directed all as specified and directed.

M&L for plain cement concrete type D2 1:4:8 using 40mm graded stone aggregate as in foundation and mass concrete all as specified and directed.

M&L for providing precast plain cement concrete 1:2:4 type B1, using 20mm graded stone aggregate in kerb stones of any section with plain fair faces, including chamfers, set in cement mortar 1:4 with joints to match all as specified and directed.

M&L for pre-cast cement concrete solid block masonry, exc 10 cm width, blocks cast in PCC 1:3:6, type C0, using 12.5 mm graded stone aggregate and setting in CM 1:6 all as specified and directed.

M&L for plain cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in coping including use of necessary form work all as specified and directed.all as specified and directed

M&L for plain cement concrete 1:2:4 type B1 using 20mm graded aggregate as in floorng of drains/ surface channels all as specified and directed.

Extra for forming fair finished drain or channel of 45cm inner girth in cement concrete using extra cement including forms moulds mitred / stopped end etc. all as specified and directed.

S&F mild steel framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks and similar work conforming to Fe-290 Gde- E-165, fixed in repairs, all as specified and as directed.

M&L for rendering 10mm thick in cement mortar 1:4 on fair faces of brick work or PCC block masonry or concrete surfaces finished even and smooth without using extra cement complete all as directed.

M&L for 600mm bore Reinforced Cement Concrete pipes, class NP2, laid and jointed complete with collars including bedding of pipe on and includng PCC 1:3:6 type C2 including packing under and haunching against the pipes after they are laid and tested including dismantling and taking out of existing unserviceable RCC pipes of any description and size all as specified and as directed.

B G GODSE ENGINEERS AND CONTRACTORS

M/s S N Atiwadkar

SANJAY ELECTRICALS