PROVN OF ROAD INFRONT OF BLDG NO P-83 (QM STORE) OF 902 AD MSL REGT (SP) (COMMP) WKSP AND PROVN OF ROAD BLACK TOP FROM MAIN GATE TO PERS LINE AREA WITH LENGTH OF 470M AND WIDTH 5.65 M UNDER GE BABINA

Amount

Excavating over areas, n exc 1.5 m deep and getting out in hard/ dense of soil complete all as specified and directed.

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

Removing excavated material to a distance upto 1.5Km and deposited where directed at a level n. exc 1.5M above the starting point complete all as specified and directed.

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

Returning, filling in, including spreading, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and as directed.

M and L for 150mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber and all as directed.

M&L for 150mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required (of grading as specified) type of stone granite/trap /basalt and including screening with moorum, watered, consolidated and compacted each layer seperately to the required grdient and camber with 8 to 10 tonne power roller complete all as specified and directed.

M&L for preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc ,sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specified and directed.

M&L for paving bitumen evenly a priming/tack coat with bituminous primer at 10 kg per 10 sqm meters on WBM surface complete all as specified and directed.

M&L for providing bituminous semi dense (design mix) 40mm consolidated thickness using 5.5% of binder content by weight of total mix, using paving bitumen VG-30 laid/spread uniformly by means of mechanical paver over black top surfaces and rolled with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed.

S&F for sand stone patties in edging of rough squared stones of size 50mm thick, 300mm deapth and 60 cm long each patties, length of stone patti shall be laid parallel to the road length, jointed struck flush including necessary excavation, earth work, returning filling and removal, complete all as specified and directed.

M&L for thermo plastic center or edge line marking of 150/100 mm width (reflective type ) of 2.0 mm thickness of uniform finishing in single coat using "HOT MARK" thermoplastic modern propelled road marking machine conforming to BS 3262 (Part-I) 1989 on bituminious surface in white / yellow / red colour and super imposed with glass slam beats including cleaning of surface by removing all dust dirt oil grease etc on bituminious surface, complete all as specified and directed.

M&L for moorum / red bajri filling in road berms laid in layers not exc 15 cm thick, spread, levelled and rammed including watering ramming to required camber and gradient complete all as specified and directed.

Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified and as directed.

Material and Labour for PCC 1:4:8 type D-2 using 40 mm stone aggregate as in foundation filling and mass concrete ,SUB BASE OF FLOOR complete all as specified and as directed.

M&L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in coping/bed blocks including weathering slightly rounded or chamfered angles and throating including use & waste of form work complete all as specified and directed.

M&L Brick work with old size subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 complete all as specified and as directed.

M&L renderig 15mm thick in cement mortar 1:6 on other than fair faces of brick or concrete surface of wall rendering is to be finished even and Smooth with out using extra cement all as specified and directed.

M&L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in surface channels and drains complete all as specified and directed

M&L Providing, precast cement concrete 1:2:4 type B1 (20mm aggregate) in cover slabs etc complete all as specified and directed.

M&L for Mild TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L form work to soffits of suspended slab and similar works complete all as specified and directed.

M&L providing reinforced cement concrete type B-1 (1:2:4) using 20 mm graded stone aggregate as in slab supported on walls, beams in roof etc complete all as specified and directed.

M/S Ritu Tandon