SPL REPAIR TO ROAD (MANEKSHAW ENCLAVE), KHETRAPAL VIHAR AREA INCL ROAD FURNITURE AND SPL REPAIR TO EXISTING DOT ON TARGET HELIPED AT HISAR MIL STN UNDER GE (WEST) HISAR

Amount

Repair to pot holes of any depth, not exc 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal watering and well ramming (including supply of road metal) complete all as specified and directed.

Preparation of 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 complete all as specified and directed.

M&L applying evenly a priming tack coat @ 5 kgs per 10 Sqm with paving bitumen VG-10 complete all as specified and directed.

M&L for bituminous premix semi dense asphaltic concrete design mix 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 design mix 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. Notes for item No 4 & 5 :- (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 @ ₹ 36.00 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. (iv) Work shall be executed as per design mix approved by GE.

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

M&L for 100mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in Sub base of ground floors complete all as specified and directed.

M&L for 25mm thick sand filling / cushioning with sand compacted complete all as specified and directed.

M&L for 60mm thick Machine pressed factory made Precast cement concrete interlocking paver blocks with using grey cement and no pigment of Grade M-35 confirming to IS 15658-2006 of any size & shape as directed such as I-shape, Uni, Octagonal, Three-X, Dumble, Zig Zag etc, with filling of joint with dry screened sand complete all as specified and directed.

M&L for PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in coping / kerbs, string courses etc including necessary form work complete all as specified and directed.

M&L for excavating over areas n.exc 1.5m deep and getting out in soft / loose soil complete all as specified and directed.

Removing excavated material to a distance exc 250m but n.exc 500m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.

M&L 200mm thick (spread thickness) soiling or sub base broken boulder or quarried stone, interstics filled surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.

Scarifying or Picking graveled macadam or bituminous macadam surface in area n.exc 400 Sqm, exc 50mm and n exc 100mm deep 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 for 150mm (75 + 75mm) thick in two layers (compacted thickness) WBM with granite, trap or basalt coarse agg of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) spread, rolled and consolidated to gradient and camber required complete all as specified and directed.

M&L for preparing unsurfaced WBM by brushing with steel wire brushes for removing caked mud etc sweeping with brooms finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly priming tack coat with bituminous primer VG-10 grade @ 10 Kgs per 10 Sqm with paving bitumen complete all as specified and directed.

AP BUILDERS

M/S RAJINDER SINGH

SARVJEET ENTERPRISES

P.K. ENTERPRISES

M/S BUDH RAM SHARMA