REPAIR TO ROAD ROAD FURNITURE AND CONNECTED WORKS AT ATS BELAGAVI

Amount

M & L for broken stone or boulder hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete in all respect as specified.

M & L for PCC type D2, 1:4:8 (using 40mm nominal size crushed and graded stone aggregate) as in foundation, filling and mass concrete complete in all respect as specified and directed.

M&L 75mm thick cement concrete , type C2 1:3:6 using 40mm stone agg as in sub base floor finished fair and even 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 & pattern, made by table vibratory method using PU mould, laid in required colour & pattern over and including 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 vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed

Providing and laying 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

M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces exc. 50mm and n. exc. 100 mm deep and area not exceeding. 400 sqm complete all as specified and as directed.

M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) with granite trap or basalt, spread, rolled and consolidated to gradient and camber required with 8 to 10 ton power road roller, complete all as specified and as directed.

7.5 cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) with granite trap or basalt, spread, rolled and consolidated to gradient and camber required with 8 to 10 ton power road roller except material, complete all as specified and as directed.

M & L for repairs to potholes, not exceeding 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc cutting around edges at least 25mm in depth, making good by applying Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 5 kg/ 10sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes not exceeding 30 mm complete as specified and directed.

Prepairing unsurfaced, water bound macadam 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 etc complete all as specified and as directed..

Prepairing 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 etc, complete all as specified and as directed.

M&L applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 7 kg/ 10sqm on surface of WMM/VVBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed.

M&L applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 3 kg/10 sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing bituminous surface complete all as specified and directed.

M&L 40 mm consolidated thickness, bituminous premix semi dense asphaltic concrete, with binder paving bitumen VG-30 @ 5.5 % binder content by weight of total mix as in semi dense asphaltic concrete, rolled and compacted to required camber and gradient with 8 to 10 tonne power road roller, complete all as specified and directed.

M&L premix bituminous macadam with binder paving bitumen VG-30 @ 4% by weight of total mix, laid/rolled and compacted to required gradient and camber for thickness not more than 75mm, rolled and compacted to required camber and gradient with 8 to 10 tonne power road roller, complete all as specified and directed. (Note: Consolidated thickness shall be measured & paid )

M&L for cement concrete work (Ready mixed Concrete) in pavement/ hard-standing of flexural strength 40 kg per square centimetre in field using minimum 400 kg of cement per cubic metre, thickness of concrete not exceeding 25 cm complete all as specified and directed

M&L for Forming 12mm thick Expansion joints of not exceeding 150mm depth concrete slab with electric cutter , filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed

M & L for preparing old/new bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed

S&F in repairs for road cat eye with self two way reflection 100x100x20mm (minium) with PAMA striplens reflector of model No.DA 972.0 fixed with and including MS stud of suitable size and epoxy chemical as per manufactures instructions complete all as specified and as directed.

Supply and fix in repairs 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 with 10,000 to 18,000 mcd completed as per manufactures instructions etc. including drilling in road, epoxy chemical for fixing etc. all as specified and directed.

Supply and fixing in repairs metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed

Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed

Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid dry complete all as specified and directed

B G GODSE ENGINEERS AND CONTRACTORS

M/s S N Atiwadkar

M/s. P S REDDY

PATEL CONSTRUCTION

SANJAY B SHARMA

Phoenix Infra