Repair to roads berms road furniture and connected works in the area of AGE BR I and BR II under GE North Ambala Cantt

Amount

Material and labour for repair to pot holes of any depth not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads/path etc cutting around edges to at least 25mm and more as per site requirement in depth and making good by applying tack coat of paving bitumen @ of 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 chipping) depth of pot holes exceeding 30mm complete all as specified and directed.

Material and labour for preparation of black top bituminous macadam surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a bituminous tack coat of GRADE VG-10 @ of 5 Kg per 10 sqm complete all as specified and as directed.

Material and labour for premixed,Bituminous Macadam with 4% binder content by weight of total mix, rolled and compacted to required camber (Consolidated thickness 75mm or less) and gradient with paving bitumen of grade VG-30 grade using mechanical paver and rolling with 10 to 12 tonne power roller/ tandem vibrating roller etc complete all as specified and directed.

Material and labour for laying bituminous premix semi dense asphaltic concrete 30mm (consolidated thickness) using with 5.5% of binder (grade VG-30) content by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver and rolled with 10-12 tonne capacity vibratory road roller rolled to uniform smooth surface ,complete all as specified and as directed. Note- Bituminous premix semi dense asphaltic concrete shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii)Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE, before laying the SDAC. (iii) A recovery @ Rs 38.19 per kg shall be made if the bitumen content in design mix is found on lower side but no adjustment shall be made if the bitumen content is found on higher side than specified. Material and labour for laying bituminous premix semi dense asphaltic concrete 30mm (consolidated thickness) using with 5.5% of binder (grade VG-30) content by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver and rolled with 10-12 tonne capacity vibratory road roller rolled to uniform smooth surface ,complete all as specified and as directed.

Material and labour for preparation of new road surface and applying 2mm thick retro-reflective thermo plastic road marking paint with glass beads, exceeding 10cm width or girth, hot applied on road surface mechanically conforming to BS-3262 and according to the specification laid down by IRC and MOST (Ministry of surface transport) specification 803 Vol -III.complete all as specified and directed.

Supply and fixing (in repairs), cat eye, dual (62 beads minimum), aluminium casted body, of size 100mm x 100mm x18.5mm, having ABS plastic strip containing 62 mini retro reflective glass beads of colour white/red/yellow on both sides (minimum 31 beads on each sides) and fixed complete with steel zinc plated nails/stud of dia 12mm and of length 120mm complete all as specified and directed . Note:- (i) Fixing arrangement shall be as per manufacturer's instructions. (ii) Designed to bear 25 Tonnes load and having impact strength of 253 KN.

Material and labour for surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified and directed.

Material and labour for excavating in trenches, not excluding 1.5m wide and not exclunding 1.5m in depth, for foundation etc. or shoffits, wells, cesspits, manholes, pier holes etc. not excluding 10Sqm on plan and not excluding 1.5m in depth and getting out in soft/loose soil, complete all as specified and directed.

Material and labour for removing excavated soil not excluding 50m and depositing where directed, at a level not excluding 1.5m above the starting point complete all as specified and directed.

Material and labour for PCC (1:2:4) type B1 (using 20mm graded stone aggregates) as in as in window or door cills, lintels, kerb stone, bressummers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets, etc. (of any section indicated), with plain fair faces, including necessary form work and weathering, slightly rounded or chamfered angles and throating and finishing exposed surfaces of concrete fair and even and setting in CM 1:4, complete all as specified and as directed.

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

Material and labour for PCC 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and as directed.

Material and labour for vibratory compacted precast concrete coloured(using red colour pegment ), rubber moulded , interlocking designer paver blocks, confirming to IS-15658-2006 of 80mm thickness, M-40 grade in path, hard standing, etc. laid over and including 25 mm thick screed or bedding layer of sand, complete all as specified and as directed.

Bal Singh and Sons

M/s VARINDER PAL SINGH AND CO

Laxmi Builders