SPECIAL REPAIR TO INTERNAL ROADS UNDER GE (N) MAMUN AT MIL STN MAMUN

Amount

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

Material and Labour for repair to pot holes any depth, not exc. 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25mm in depth, depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying bituminous tack coat @ 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 Cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), complete all as specified & directed. Note: The patching of pot holes shall be as per Para 20.A.34.2 of SSR Part-I.

Material and Labour for repair to pot holes any depth, not exc. 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25mm in depth, depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat with bituminous primer @ 5 kg per 10 Sqm, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 Cum of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm, complete all as specified & directed. Note: The patching of pot holes shall be as per Para 20.A.34.2 of SSR Part-I.

Scarifying or picking up gravelled macadam or bituminous macadam surfaces area exc. 400 Sqm and depth not exc. 50mm and removing n exc 50 metres and stacking, complete all as specified & directed.

Material and Labour for Preparation of water bound macadam (WBM) by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 10 Kg per 10Sqm of road surface complete all as specified and directed.

Material and Labour for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with paving bitumen (VG-30) @ 4% by total mix laid by self propelled mechanical paver, rolled and compacted to required gradient and camber using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed. Note: The specifications of bituminous macadam shall be as per Para 20.B.3 of SSR Part-I.

Material and Labour for Preparation of newly laid black top/existing black top surface of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 5 Kg per 10Sqm of road surface and laying bituminous premixed semi dense asphaltic concrete 30mm thick (consolidated thickness) using binder (Bitumen VG-30 grade) contents @ 5.5 % by weight of total mix, mixed in Hot mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed. Note: The combined grading of aggragate shall be as per Para 20.B.2.5.4 (d) & 20.B.4 of SSR Part-I.

Material & Labour for 150mm thick (compacted thickness) Wet Mix Macadam (WMM) (granite, basalt or trap) in two layers of 75mm consolidated thickness each with coarse aggregate of grading 2 (63 to 40mm size) spread, rolled and consolidated to gradient and camber required complete all as specified and directed.

Supply and fixing of 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. all as specified and directed

Material and Labour for thermoplastic road marking paint 2.5mm thick, white or golden yellow in colour, conforming to BS-3262, in lines, arrow, dashes & letters not exceeding 15cm in width, applied hot, using application unit and retroreflective glass beads @ 250 to 300 gram/Sqm to withstand vehicular traffic load, laid as per manufacture's instructions, the finish surfaces to be level, uniform and free from streaks and holes as per MORTH specification complete all as specified and directed.

Material and Labour for thermoplastic road marking paint 2.5mm thick, white or golden yellow in colour, conforming to BS-3262, in lines, arrow, dashes & letters exceeding 10cm in width, applied hot, using application unit and retroreflective glass beads @ 250 to 300 gram/Sqm to withstand vehicular traffic load, laid as per manufacture's instructions, the finish surfaces to be level, uniform and free from streaks and holes as per MORTH specification complete all as specified and directed.

Demolition of cement concrete of any description in any position not otherwise specifically provided for, complete all as specified.

Material and Labour for Cement concrete work in pavement/hard-standing of flexural strength 40 kg per square centi-metre in field using 400 Kg of cement per cubic metre, thickness of concrete 25cm or less, complete all as specifed & directed.

Material and Labour for forming 12mm thick Expansion joints filled with pre-formed bituminious filler and top 30mm primed and sealed with sealing compound Grade ‘A’, thickness of concrete slab 150mm, complete all as specified & directed.

Material & Labour for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade ‘A’, complete all as specified & directed.

Material & Labour for forming Construction joints 30mm deep x 10mm wide, filled with sealing compound grade ‘A’, complete all as specified & directed.

Anjali Stone Crusher

Sandeep Kumar

M/s Trade Linker Associates

M/S Ajay Kumar Mahajan

VIJAY CONSTRUCTION CO

Paramjit Singh and Co

GARG CONSTRUCTION CO

Standard engineers

KULBHUSHAN AGGARWAL