PROVN OF ROAD AT HELIPAD OF 1 CGSR (A) AND SPL REPAIR FOR RESURFACING OF INTERNAL ROADS MT GATE TO GUN PARK AND LRW OR 51 MED REGT UNDER GE (WEST) MATHURA

Amount

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and directed.

Rolling and consolidation to required gradient and camber of formation surface (in cutting) of roads with 8 to 12 tonne power road roller including filling in depressions which occur during rolling complete all as specified and directed.

M&L 150mm thick WBM (in two layers of 75mm thick each layer) compacted thickness each layer to be rolled and consolidated separately with coarse stone aggregate of granite, trap or basalt of grading 2 (63mm to 40mm) size spread rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and directed. Note : (i) Each layer shall be laid & rolled separately. (ii) The rate quoted is for over all compacted thickness of 150mm.

M&L 150mm thick (spread thickness) soling (or sub base) with broken stone boulders or quarried stones interstrices filled surface formed and rolled and consolidated with 8 to 12 tonne power road roller to required gradient complete all as specified and directed.

M&L for Preparation of old black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with air compressor to remove loose dirt etc, and applying evenly a priming tack coat @ 5 kg per 10 Sqm with paving bitumen VG-10 by mechanical sprayer etc complete all as specified and directed.

M&L for Preparation of unsurfaced WBM surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with air compressor to remove loose dirt etc, and applying evenly a priming tack coat @ 10 kg per 10 Sqm with paving bitumen VG-10 by mechanical sprayer etc complete all as specified and directed.

M&L for bituminous premix semi dense asphaltic concrete 30mm consolidate thickness with 5.5% binder content paving bitumen VG-30 by weight of total mix and stone dust using as filler material laid with mechanical paver rolled and compacted with 8 to 12 tonne power roller to required camber and gradient complete all as specified and directed.

M&L for bituminous premix semi dense asphaltic concrete 40mm consolidate thickness with 5.5% binder content paving bitumen VG-30 by weight of total mix and stone dust using as filler material laid with mechanical paver rolled and compacted with 8 to 12 tonne power roller to required camber and gradient complete all as specified and directed.

M&L premix bitumen macadam with binder content 4% of bitumen (paving bitumen VG -30 grade) by the weight of total mix laid, rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with 8 to 12 tonne power roller complete all as specified and directed. Notes for item No 7 to 9 :- (i) Premix concrete shall be mixed in hot mix plant, transported from plant to work site and laid / spread by means of mechanical paver. (ii) Filler for semi dense asphaltic concrete shall be stone dust @ 2% of total mix. (iii) Contractor shall quote his rate on the basis of binder as mentioned in this item. If there is any variation in the actual binder content used as per design mix approved by GE, the rate shall be adjusted @ ₹ 30.00 per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than as specified in said items.

M&L for preparation of new / old surfaces providing and making lines, dashes , arrows, letters etc on road with hot applied thermoplastic road marking paint min 2.50 mm thick complete in all respects such as furnishing all labour, material, tool, Equipment incl all incidental cost necessary to carryout the work at site conforming to technical specification clause no.803 of MORTH specifications 4th Revision of 2001/Latest edition complete all as specified and directed.

S&F Cat eyes 100mm x 100mm x 20mm made by poly carbonate with electronically welded prismatic retro reflactive on both side for miximum retro reflection in wet & dry condition at suitable distance fixed on existing black top / concrete surface of road including necessary fixing arrangement with epoxy / thermoplastic adhesive all as per manufactures instruction and complying to quidelines issued by min of road transport, make : Dark eye / Alexix / Avery Dennision / TATA / Surya / 3M USA Brand complete all as specified and directed.

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

M&L for continous brick edging with burnt clay brick work with old size sub class ‘B’ brick laid with width equal to width of brick laid dry on end vertically complete all as specified and directed.

R R ENTERPRISES

Tarun Builders

M/s Hoti Lal Contractor