EXTENSION OF PERIPHERY ROAD ALONG BOUNDARY WALL AND PROVISION OF STEEL GATE AT CERTAIN LOCATION UNDER CAATS UNDER GE NRC

Amount

Excavation over areas n.exc 1.50 m deep and getting out in soft/loose soil complete all as specified and directed.

Removing excavated material exc 500m but n. Exc 1.5 Km and depositing where directed at a level n.exc 1.5m above the starting point (Soils) complete all as specified and directed.

M & L for Moorum/red bajri filing in pavings laid in layers not exc 15 cm thick, spread, levelled and compacted to required gradient and camber with 8 to 10 tones power roller and vibratory roller incl watering complete all as specified and as directed.

Rolling to formation level in cutting with power roller complete all as specified and as directed.

Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013.

Laying and compacting 225 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013.

M&L of unsurfaced Preparing of Wet Mix Mecadam (WMM) surface 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 and applying prime coat providing and applying primer coat with cationic bitumen emulsion of approved grade conforming to IS: 8887-1978 and requisite quatity on prepared surface of granular base including cleaning of road surface and spraying primer using mechanical means including cost ans carriage of bitumen emulsion and all other incidental costs of work complete as per clause 502 of specifications for Road and Bridge works of MORT&H 5th Revision. For WMM surface (with primer @ 0.85 kg/sqm).Using SS-I Type packed bituminous emulsion.

M&L for Premix bituminous macadam with 4% binder content of VG-30 grade bitumen by weight of total mix using mechanical pavers and vibratory rollers of appropriate specifications laid / rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) etc complete all as directed.

M&L applying tack coat with cationic bitumen emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with hydraulic broom, moistening the surface including cost and carriage of emulsion hire charges of machinery and labour, cost of fuel and lubricants all complete as per clause 503 of specification for road & bridges works of MORT&H (5th Revision) On Bituminous surface (using bitumen Emulsion at the rate of 0.25kg per sqm). Using RS-I Type packed bituminous emulsion.

M & L Bituminous premix Sem-dense aspaltic concrete (SDAC) 40 mm consolidated thicknesss wilth 5.00% binder (paving bitumen) of grade VG-30 content by weight of total mix by using mechanical paver and vibratory roller, spread, rolled and compacted to required chamber and gradient and complete all as specified and as directed by Eng-in-charge.

M&L Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally cleaning the surfaces with mechanical compressor to remove all loose dirt etc and providing and applying tack coat with cationic bitumen emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with hydraulic broom, moistening the surface including cost and carriage of emulsion hire charges of machinery and labour, cost of fuel and lubricants all complete as per clause 503 of specification for road & bridges works of MORT&H (5th Revision) On Bituminous surface (using bitumen Emulsion at the rate of 0.25kg per sqm). Using RS-I Type packed bituminous emulsion.

M&L for premixed bituminous semi-dense asphaltic concrete 30mm consolidated thickeness laid using mechanical paver for any width of road with max 5.00% binder content, paving butimen VG-30 grade by weight of total mix, rolled and compacted to required camber and gradient using 8 to 10 tonne power roller complete all specified & directed.

M&L for painting lines,dashes, arrow letters etc on road pavement, parade ground etc providing & applying 2mm thick road marking strips (reflective ) of specified shade/colour using hot thermoplastic material by fully/semi automatic application machine fitted with profile stone heater driven by experienced operator on road surfaces including preparation of previously treated surfaces, cleaning surfaces of all dust, scales oils grease and foreign materials etc complete all as specified and directed.

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

Dismantling Galvanised steel barbed wire etc complete all as specified and directed.

Excavating in trenches n exc 1.50m wide and n.exc 1.50m in depth and getting out in soft/loose soil complete all as specified and directed.

Removing excavated material n.exc 50m and depositing where directed at a level n.exc .1.50m above the starting point (Soils) complete all as specified and directed.

M & L for cement conc 1:3:6 type C-2 (40 mm graded aggregate) as in post/strut foundation complete all as specified and directed.

M&L for MS work conforing to Fe-290-0 Grade E-165 for fencing posts and struts in fencing including cutting bending top to shape as directed drilling holes complete and all as specified and directed.

Supply only chain link fencing using 4mm dia GI wire 50x50mm mesh including line wires, any mesh, size & type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.

Fixing only chain link fencing including line wires any mesh,size and type complete all as specified and directed.

Mild steel screw bolts (machine made) 5 ot 10mm dia of shank with hexagonal or square heads at one end and screwed the othere, each screw end to be fitted with washers and one hexagonal or square nut exc 5cm but n exc 10cm long complete all as specified and directed.

M & L round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending confIrming Fe-410W (Gde. E 250) quality -A complete all as specified and directed.

M & L for preparation of new steel and iron surfaces of any description over 10cms width or girth & applying 2 coats of synthetic enamel paint over one coat of red oxide primer complete.

M & L for preparation of new steel and iron surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint applying 2 coats of synthetic enamel paint over one coat of red oxide primer complete.

M&L for providing reinforced cement concrete (in M-25 Design Mix) for foundations for base of column etc using 20mm graded aggregates all as specified and directed.

M&L for providing reinforced cement concrete (in M-25 Design Mix) for column, pillars, etc using 20mm graded aggregates all as specified and directed.

M&L for TMT 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed..

M&L for TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter etc all as specified and directed.

Formwork to sides of pillars,posts, struts, piers, columns and stanchions etc all as specified and directed.

S&F framed work as in grill, doors or gates of angle or other section with gusset plates, braces, etc, complete, drilled for fixing of steel sheeting or other covering, Doors, etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing Fe Grade 290(Gde E-165) complete all as specified and directed.

M & L rendering 12mm thick on fair faces of brick work or concrete surfaces in CM (1:6) finished even and smooth without using extra cement complete all as specified and directed.

Two coat of cement based paint on walls including preperation of old treated plastered or unplastered surfaces by brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots; removing nails, making good holes, cracks etc. by filling with putty.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for taking out pipe line etc for repairs / laying cables etc and getting out in soft / loose soil complete all as specified and as directed.

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

Removal of excavated material [soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

Supply, fixing and install 7 mtr height mild steel octagonal pole top 70 mm, bottom 130 mm, surface finished: hot dip galvanised, 3 mm thikness with base plate 200x200x12 mm and GI 64 micron, M19x600 EN 8 grade foundaction bolt and 1 mtr cantilever arm bracket sword type for light fittings complete including foundation drawing provided by OEM for foundation of pole including MCB 2.5 Amp SP, 230 volts, with busbar. Note : Rate for RCC foundation as per drawing, Excavation, returning filling, 7mtr pole, bracket, foundation anchor bolts and nuts included in this item rate.

Supply and fixing Energy efficient LED Flood light Luminaire, high PF, 100W, energy saving and environmental friendly long life versatile pressure die cast housing IP 66 protection, 240Volts, bracket of adequate size of Make: Bajaj Cat Part No TFS-504-100-57-NL-SL-GL- equivalent of C&S/ Philips/ Crompton/ Havells complete including testing & commissioning.

Supply and fixing Energy efficient LED Street / Roadway with PDC housing luminaire, high PF, 60W, energy saving and environmental friendly long life versatile pressure die cast aluminium housing, clear toughned glass, IP 66 protection, 4KV inbuilt surge protection, 240 Volts, 120 lumens/watt, colour temp. 5700K, of Cat Part No ENXT P72L WH PO PC SD MT of make Bajaj or Havells/Crompton complete all as specified and directed.

Material and labour for Double Walled Corrugated DWC HDPE Pipe of outer dia 50mm and innter dia 38mm including 90 degree bends with coupler and rubber ring laid in trenches of size 50 mm suitable for cable protection of size 2 core 10 sqmm to 3.5 core 50 sqmm cable complete all as specified and directed.

Supply, fixing and laying in trenches or fixing or passing through pipe 1100 Volts grade heavy duty LT UG cable, 4 core 16 Sqmm, with XLPE insulated stranded Aluminium conductor served with an inner sheathing of PVC tape, Armoured with galvanised steel wire and overall sheathed including cable gland, lugs, jointing material etc, jointing, connecting, testing and commissioning all as specified and directed.

All as per Ser item No 42 here in before but 4 Core 10 Sqmm.

Supply and fixing timelite distribution board digital time switch 32 Amp, 3 pole 230 volts cat ref TL032DB0 of IndoAsian or equivalent complete including Contactor and Digital type time switch.

Material & Labour for Earthing complete with galvanised steel earth plate electrode 60cmx60cmx6.3 mm thickness burried directly in ground (earth pit not less than 2.25mtr deep below normal ground level) with top edge of earth plate not less than 1.5 mtr below normal ground level connected to and incl galvanised earth lead wire of 4.00mm dia by means of nuts & bolts, check nuts and washers of galvanised incl PCC pit of 1:2:4 type B-1, cover reinforced with XPM weight not less than 4 Kg/Sqm and 6mm dia bar handle, earth pit angle iron frame of size 25mm x 25mm, excavation and earth work in any type of soil, charcoal dust, salt, light grade GI watering pipe 20mm dia with funnel and wire -mesh and medium grade GI protection pipe of 15mm bore from top edge of earth plate upto main distribution board complete all to as shown in electrical plate No 3 of MES Sch 2009 (Part I) connected main switch board all as specified and testing on completion.

M/S K.K.BINNAR (BID ID -3453371)

SANJAY B SHARMA (BID ID -3447951)

Smruti Construction (BID ID -3453268)

M/s Prem Associates (BID ID -3453111)