ADDN ALTN TO EXISTING CHAIN LINK FENCING AREA DRAINAGE PCC HARD STANDING AND ENTERANCE GATE TO MT GROUP AT R AND DE E DIGHI PUNE 15

Amount

Rolling and consolidation formation surfaces, in cutting including filling in depression and hollows, watering, levelling etc complete to the required gradient and camber using power roller exc. 8 tonne and n.exc.12 tonne complete all as specified & directed.

M&L for Soling 200 mm spread thickness with broken boulders or quarries stone interstices filled, surface formed and consolidated to required gradient and camber using power roller exc 8 tonne & not exc 12 tonne complete all as specified and directed .

M&L for Water bound maccadam (WBM) 150mm thick (compacted thickness) in two layers of 7.5cm thick eack layer with coarse granite agrregate of grading 2 (63 to 40mm size) each layer spread separatly, rolled and consolidated to the required gradient and cambeer using 8 to 12 tonne capacity power roller complete all as specified & directed.

Preparing unsurfaced water bound maccadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleared surface with gunny bags to remove all loose dirt etc complete all as specified and directed.

Applying evenly a priming tack coat with bituminous primer @ 10 kg / 10 Sqm using paving bitumen grade VG-10 complete all as specified and directed.

M&L for providing and laying 75mm or less thickness (Consolidated thickness)premix bituminous macadam (design mix) with crushed and graded coarse stone aggregate filler (cement) and sand (fine agreegate) mixed with 4% binder content using paving bitumen by VG-30 grade weight of total mix, mixing bituminous macadam in hot mechanical plant and laid with the mechanical paver complete rolled with 8 to 10 tonne power roller to required camber and gradient complete all as specified and directed. NOTE:- Mixing of bituminous macadam shall be made in hot mix plant.The design mix for BM shall be carried out by contractor from approved NABL Lab / Institute / Govt Engg college as directed by EIC and design charges thereof shall deemed to be included in the unit rate quoted by the contractor.

M&L for Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness using paving bitumen of grade VG-30 with 5.5% binder content by weight of total mix using mechanical paver, rolled and compacted to required camber and gradient with 8 tonne to 10 tonne power roller complete all as specified and directed. NOTE:- (i) Mixing of bituminous concrete shall be made in hot mix plant. Laying of bituminous premix semi dense asphaltic concrete shall be done only by using automatic type censor paver. (ii) The design mix for bituminous premix semi dense asphaltic concrete shall be carried out by contractor from approved NABL Lab / Institute / Govt Engg college as directed and design charges thereof shall deemed to be included in the unit rate quoted by the contractor.

M&L for preparing existing black top surfaces by wire brushing for removing caked, mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags or with compressed compressor air blower to remove all loose dirt and applying evenly a tack coat of paving bitumen grade VG-10 conforming IS:W-73:2006 @ 5 kg per 10 sqm using mechanical sprayer, operated by hot pressure mechanism and M&L 30mm thick (compacted) bituminous premixed semi dense asphaltic concrete using 5.5% binder contant by weight of total mix using VG-30 grade paving bitumen, spread with self propelling mechanical paver and rolled and compacted to required camber and gradient with using 8 to 12 tonne power road roller complete all as directed by Engr-in-Charge. NOTE:- (i) Mixing of bituminous concrete shall be made in hot mix plant. Laying of bituminous premix semi dense asphaltic concrete shall be done only by using automatic type censor paver. (ii) The design mix for bituminous premix semi dense asphaltic concrete shall be carried out by contractor from approved NABL Lab / Institute / Govt Engg college as directed and design charges thereof shall deemed to be included in the unit rate quoted by the contractor.

Surface dressing n exc 15 cm deep in soft/ loose soil cpmplete all as specified and directed.

M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L Cement concrete type B- 2, 1:2:4 (using 40mm graded stone aggregate) as in hardstanding, mass concrete, filling etc complete all as specified and directed.

M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound of Grade A complete all as specified and directed.

Demolition of stone/ boulder mansory, built in cement mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified & directed.

Demolition of cement concrete in ground floors and pavings n exc 15cm thickness (below or above ground level) complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed.

M&L for Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation, mass concrete complete all as specified and directed.

M&L for Walling of random rubble,uncoursed, well bonded, bedded and solidly hearted, built in cement mortor 1:6 complete all as specified and directed.

All as per Item No 17.00 here in before but except stones complete all as specified and directed.

M&L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in CM 1:4 complete all as specified and directed.

M&L for Cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in surface channels and drains including necessary formwork complete all as specified and directed.

M&L for plain cement concrete 1:2:4 type B1 (using 20mm graded stone aggrgate) as in copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, and directing complete all as specified and directed.

M&L for precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in drain cover slabs, etc with necessary arrangements for handles etc including necessary formwork complete all as specified and directed.

S&F TMT bars 6mm to 8mm dia, 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.

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

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

Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed.

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

Excavation over areas not exceeding 1.5 metre deep and getting out in soft disintegrated rock complete all as specified and directed.

Formwork for rough finished flat sides of concrete foundations, footings,bases of columns, raft and raft beams, sides and soffits ( if any) of foundations and plinth beams, pile caps, grade beams and similar work vertical or to batter, complete all as specified and directed.

Formwork for fair finished surfaces of concrete flat of square rectangular or polygonal concrete sides of pillars, posts , struts, piers, columns and stanchions complete all as specified and directed.

M&L for RCC M25 (Design Mix) (using 20 mm graded stone aggregate) as in foundations, including rafts, footings, foundations,beams,plinth beams, bases for columns etc complete all as specified and directed.

M&L for RCC M25 ( Design Mix) (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts etc complete all as specified and directed. Note for BOQ item No. 31.00 & 32.00 above :- Contractors quoted rate shall deemed to be included cost of carring out design mix as directed by EIC.

M&L for Mild steel TMT bars of grade Fe 500D bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending, spirally hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than than 0.9mm dia or securing with clips complete all as specified and as directed

M&L for Mild steel TMT bars of grade Fe 500D of bars 8mm dia cut to length, bent to shape required, incl cranking, bending, spirally hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than than 0.9mm dia or securing with clips complete all as specified and as directed.

M&L for rolled mild steel in joist, channel, angle or tee sections, fixed independently without connecting plates etc (cut to ordinary length i. e. within 20mm of length indicated) Fe 410W or Gde (E-250) quality A all as specified and as directed.

M&L for rendering 10mm thick on concrerte surfaces in CM 1:4, finished even and smooth without using extra cement compete all as specifed and directed.

M&L for framed work as in doors or gates of angle or other sections with gusset plates, rails, braces etc. complete drilled for fixing of sheet or to the covering, doors etc. to be prepared for hanging or sliding with and including either hooks and hinges to steel hanging door fittings (exclusive of sheet sheeeting or other covering, running rails and guides) and hanging; also fastning and fixing complete and similar work conforming to Fe -290 Gde E-165 complete all as specified and as directed. Note: Design of steel gate shall be got approved from EIC / GE before fabrication.

M&L for 1.25mm thick mild steel, plain, black sheet in wall cladding steel gates and similar work, cut to size, holes punched including round hesded screws, clout nails or rivets and with riveted or welded seams, including beading or turning up, mitred angles etc. as required all as specified and as directed.

M&L for preparation of newly plastered surface and applying two coats of cement based paint over a coat of alkali resistance primer complete all as specified and directed.

M&L for preparation of new or previously untreated steel surfaces of any description over10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

S&F 450mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars ground complete all as specified and directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed.

Dismantling of barbed wire complete all as specified and directed.

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in hard/dense soil and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed.

M&L for Cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in post holes complete all as specified and directed.

S&F Joist, channel, angle, or tee sections, fixed independently, without connection plate, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe 290 (Gde E-165) complete all as specified and directed.

S&F Mild steel bolts (diameter of neck exc 12mm and n exc 20mm), purpose made, with hexagonal or square head one end and screwed the other, or screw both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exc 30cm long primer complete all as specified and directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.

Supply only Chain link MS galvanised fencing, of aparture size 50mm x 50mm complete all as specified and directed. Note: Actual weight of chain link brought by contractor shall be measured at site and paid to the contractor. Dia of wire shall be as directed by Engineer In Charge.

S&F MS round 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.

S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed.

M&L for Pre-cast cement concrete block masonry with solid blocks 1:3:6 type C1 (using 20mm graded stone aggregate) exc. 10 cm in width and setting in cement mortar 1:4, complete all as specified and directed.

M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 and finishing the surface even and smooth without using extra cement complete all as specified and directed

Mukund Engineers and Contractors