CA No CWE SGNR TOKEN-19 OF 2023-24 REPAIRS OF POT HOLES, INTERLOCKING PATHWAY, ROAD SIDE FURNITURE AND RESURFACING OF CERTAIN ROADS AT MIL STN FAZILKA

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surface in area n exc 400 sqm & depth exc 50mm & n exc 100 mm complete all as specified and as directed by Engr-in-Charge.

M&L for 50 mm thick (compacted thickness) WBM for disturbed portion of road with coarse aggregates (lime/sand stone, flint or quartzite) of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient, camber and super elevation required to match with existing surface rolled with 8-10 ton power roller complete all as spd & directed by Engr-in-Charge.

All as per item No 2 above but except material.

Repair to pot holes n.exc 30mm depth, n exc 1.00 sqm each incl sweeping free from dust and mud, or water scoring sunken surfaces in roads etc cutting around edges to at least 25mm in depth making good by applying tack coat with bituminous primer at 5.00 Kg per 10 Sqm , putting in premixed as spd for thin bituminous carpet (3 cm thick) well rammed and sealed with premixed sand seal coat 6.80 Kg binder with 0.06 cum of sand again well ramming (including supply of premix binder and sand) complete all as specified and as directed by Engr-in-Charge.

Preparing to WBM surface 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 & applying evenly a priming tack coat of paving bitumen VG-30 @ 10 Kg per 10 Sqm complete all as specified and as directed by Engr-in-Charge.

Preparing of existing black top surface by brushing with wire brushes for removing caked mud and bushes near road side etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc & applying evenly a priming tack coat with bituminous primer VG-30 @ 5 Kg per 10 Sqm complete all as specified and as directed by Engr-in-Charge.

M &L for laying Premix bituminous macadam using paving bitumen with 4% binder of total mix, laid spread uniformly by means of mechanical self propelled paver finishers rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and as directed by Engr-in-Charge. Note. Any variation in binder content from those given i.e. 4% an adjustment in price shall be made @ Rs 50 per Kg if bitumen content is less than 4%. No plus deviation order will be given if bitumen content is more than 4%.

M&L for laying bituminous premix asphaltic semi dense concrete 40mm consolidated thickness, with 5.5% binder content by weight of total mix using paving bitumen of VG-30 laid/spread uniformly by means of mechanical self propelled finisher paver and rolled with 8 to 12 tonne power roller to required gradient and camber complete all as specified and as directed by Engr-in-Charge. Note:- (i) Work shall be executed as per designed job mix approved by GE. (ii) Any variation in binder content from those given i.e. 5.5% an adjustment in price shall be made @ Rs 50/- per Kg if bitumen content is less than 5.5%. No plus deviation order will be given if bitumen content is more than 5.5%.

M&L for laying bituminous premix asphaltic semi dense concrete 30mm consolidated thickness, with 5.5% binder content by weight of total mix using paving bitumen of VG-30 laid/spread uniformly by means of self propelled mechanical paver finisher and rolled with 8 to 12 tonne power roller to required gradient and camber complete all as specified and as directed by Engr-in-Charge. Note:- (i) Work shall be executed as per designed job mix approved by GE. (ii) Any variation in binder content from those given i.e. 5.5% an adjustment in price shall be made @ Rs 50/- per Kg if bitumen content is less than 5.5%. No plus deviation order will be given if bitumen content is more than 5.5%.

M&L for continuous brick edging with fly ash, old size bricks width equal to the depth of the brick and laid dry on end vertically complete all as specified and as directed by Engr-in-Charge.

M&L for painting of lines, dashes, arrows, letters etc. on road/pavement and the like using reflective thermoplastic paint for a dry 2.5 mm thick @ 5kg/sqm, binder contents 18% min, glass 30-40%, titanium dioxide 10.0% min. CaCos and inert fillers 42.0 max, including preparation of old/new surface complete all as directed by Engr-in-charge. Make : Shivalic/Reliance/Swastik.

M&L preparation of new or previously untreated surfaces of any description over 10cm girth or width, not otherwise described and applying two coats of exterior emulsion paint over a coat of primer complete all as specified and directed by Engr-in-charge. Note : Colour pattern shall be got approved by Engr-in-charge/GE.

M&L for preparation of old painted surfaces of any description over 10cm girth or width, not otherwise described and applying a coat of exterior emulsion paint over a coat of primer complete all as specified and directed by Engr-in-Charge. Note:- Colour pattern shall be got approved by Engr-in-charge/GE.

Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engr-in-Charge.

Demolition of cement concrete (reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engr-in-Charge.

M&L for broken stone or boulders in hardcore of gauge exc 63 mm but n exc 100 mm deposited spread and levelled in layers n. exc 15 cm thick watered and rolled/rammed to a true surface complete all as specified and as directed by Engr-in-Charge.

M&L for PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in sub-base, foundation, mass concrete etc ccomplete all as specified and as directed by Engr-in-Charge.

M&L for 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 as directed by Engr-in-Charge.

M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, 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 interlocking 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 by Engr-in-Charge.

Excavating in post holes (or similar holes) each n exc 0.5cum in soft/loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed by Engr-in-Charge.

Material & Labour for providing and fixing stainless steel (Grade 304) railing/frame made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed by Engr-in-Charge..

M&L for 150mm thick PCC (1:2:4) type B-2, 40 mm graded stone aggregate as in foundation/base finishing the surface even and smooth of sign boards complete all as specified and as directed by Engr-in-Charge.

S&F in replacement retro reflective informatory signage and boards, made up of 2mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lence type heat activated retro reflective sheeting confirming to type-III of ASTMD-4596-01, letters, borders, etc as per IRC:67-2001 in silver white with blue colour background and with high intensity grade pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure confirming to class-II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm c/c all along the periphery specified and complete all as specified and as directed by Engr-in-Charge. ---------------------------------------------------------------------------------------------- Note:- A sum of Rs. 9550.00 will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 20 (R) (Schedule of Credit) of Tender document

FAIR DEAL CONSTRUCTION CO

M/s Amit Construction Company