Provision of new internal road of 1 4 Gorkha Rifles and road from Hill road to MT park of 36 Med Regt under GE North Ambala Cantt

Amount

Excavating over areas, not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and directed.

Excavating over areas, not exceeding 1.5m deep and getting out in hard/dense soil complete all as specified and directed.

Surface dressing not exceeding 15cm deep as in hard/dense soil complete all as specified and directed.

Returning, filling in, in soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete all as specified and as directed.

Removal of excavated soil/spoil not exceeding 50m and depositing where directed, at a level not excluding 1.5m above the starting point complete all as specified and directed.

Removal excavated soil/spoil exceeding 250m but not exceeding 500m and depositing where directed complete all as specified and directed.

Material and labour for hardcore broken stone or boulder gauge not exceeding 63mm deposited, spread and levelled in layers not exceeding 15cm thick, watered and rolled/rammed to a true surface, complete all as specified and as directed.

Material and labour for PCC 1:2:4 type B-2 (using 40 mm graded mechanically crushed stone aggregates) as in surface channels and drains complete all as specified and as directed.

Material and labour for extra forming fair finished drain or channel 30cm inner grith in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.

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

Material and labour for PCC 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate), as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including use and waste of formwork complete all as specified and as directed. Note: Reinforcement will be measured and paid separately

Material and labour for reinforced cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregates, in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, balconies, canopies, deck slabs, shelves and similar articles with plain faces and setting in cement mortar (1:4) with flush joints complete all as specified and directed. Note: Reinforcement will be masured and paid separately.

Material and labour for precast PCC 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregates as in kerb stones of any size and section as required, with plain fair faces, including chamfers, weatherings, throating etc. and set in CM 1:4 with flush joints complete all as specified and as directed.

Material and labour for brickwork, with old size subclass 'B' bricks, straight or curved on plan to any radius, exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed.

Material and labour for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified specified and directed.

Material and labour for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide, as roughed finished surface of concrete complete all as specified specified and directed.

Material and labour for mild steel TMT bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips 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 aggregates), 100mm thick, as in sub base complete all as specified and as directed.

Material and labour for machine pressed, vibratory compacted, precast concrete coloured (using red colour pigment), rubber moulded, interlocking designer paver blocks, confirming to IS-15658-2006, 60mm thickness, of M-35 grade, as in path, hard standing, etc. laid over and including 50 mm thick screed or bedding layer of sand complete all as specified and as directed.

Material and labour for rendering, 15 mm thick, on brick work or concrete surfaces, in cement mortar 1:4, finished even and smooth, without using extra cement complete all as specified and as directed.

Material and labour for preparation of newly plastered surfaces and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and as directed.

Material and labour for reinforced concrete pipes, 300mm bore, class NP2, laid and jointed complete with collars complete all as specified specified and directed.

Material and labour for rolling and consolidating formation surfaces, in cutting, rolled using 8 to 12 tonne power roller and compacted to required gradient and camber complete all as specified and directed.

Material and labour for soling (or sub base), 150mm thick (compacted thickness), with broken boulders or quarried stone, interstices filled, surface formed and rolled using 8 to 12 tonne power roller and compacted to required gradient and camber complete all as specified and directed.

Material and labour for granular sub base of moorum/ red bajri, kankar or laterite, spread thickness in 100mm, spread, rolled and consolidated to gradient and camber required complete all as specified and directed.

Material and labour for forming embankments in soils, not exceeding 1.5m high from base, including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape, etc., complete all as specified and directed.

Material and labour for water bound macadam, 150mm thick (compacted thickness), in two layers of 75mm thick each, using course aggregates of limestone/ sandstone/ flint/ quartzite of grading 2 (63 to 40mm size), blinded with stone screening type 'A', spread, watered, rolled and consolidated to gradient and camber as required by using power roller of 8 to 12 Tonne capacity complete all as specified and directed.

Material and labour for preparation of unsurfaced water bound macadam 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 paving bitumen of Grade VG-10 @ of 10 Kg per 10 sqm complete all as specified and as directed.

Material and labour for laying bituminous premix semi dense asphaltic concrete 40mm (consolidated thickness) using 5.5% of binder content (of Grade VG-30) by weight of total mix, laid using mechanical paver, rolled and compacted to required camber and gradient using vibratory power roller 8-12 tonne capacity and rolled to uniform smooth surface complete all as specified and as directed. Note- (i) Bituminous premix semi dense asphaltic concrete shall be prepared in central computerised hot mix plant complete all as specified and as directed. (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 painting lines, dashes, arrows, letters, etc. on roads pavements and the like any width with thermoplastic road marking paint, using machine spray minimum thickness not less than 2mm and 10cm wide, white or golden yellow complete all as specified and directed.

Supply and fixing of 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 side) 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.

Bal Singh and Sons