Formation of 80 feet Master plan BT road from NH-71 to Kotramangalam road (Marg Road)

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Sand filling in foundation including cost and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.

Providing Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for foundations

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for foundations

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Bed blocks & Backing walls (Sub-structure) With Form work

Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Bed blocks & Backing walls (Sub-structure) Without Form work

Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2300 (5th revision ) and as directed by the Engineer-in-Charge for Deck slab

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per drawing BD/1-69( A) but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2702 (5th Revision) and as directed by the Engineer-in-Charge for wearing coat over Deck slab.

Centering and scaffolding charges - RCC vertical walls of plane surfaces (Rate is for both sides centering) including open drains

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm thickness by mechanical means in area of light jungle.

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).

Construction of Granular sub-base by providing Locally available materials (Gravel) including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.

Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-7 of MoRT&H specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @ 3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision) .

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Providing HYSD bars ( Fe-500 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S.1786 of 1985 for CC Pavement

Supplying and fixing in position M.S Ornamental grills for windows and ventilators or for verandah openings using M.S. Flats, square rods, angles sheets etc., of approved design including necessary cuttings, bending fabrication, welding, grinding and finishing smooth including painting the grills with Two coats with ready mixed Synthetic enamel paint gr-I over a Primary coat (Red oxide metal primer gr-I) (total three coats) of approved make and colour including cost of making the holes into RCC or masonry works and making good the same wherever necessary, including cost and conveyance of all materials, incidental charges etc., complete.

Providing and laying of Hot applied Thermoplaslic Compoufld 2.5 mm thick including wlth Reflectorising Glass Beads @ 250gms pel Sqm area, thickness of 2.5 mm is exclusive ol sudace applied Glass Beads as per IRC:35, including cost and conveyance of material, labour charges, hire charges of machinery, for finished item of work The material should be of BERGER make (as per N,4ORTH 803). The finrshed surface to be level unlform and free from steaks and holes as per sDecificaiion 803 MORTH

Supplying & Fixing of [Ioulded Shanks Raised Pavement lllarkers( Twin moulded Shamks/Studs) made of polycarbonate and ABS moulded body and rellective panels with micro prismatic lens capable of providing tolal inlernal refleclion of the light enlering the lens lace and shall support a load of 16000 kg tested in accordance lo ASTIV D 4280 Type H and complying to Speclflcations of Calegory A of IIORTH . The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum rellective area of 13 Sqcm on each side and the slope to lhe base shall be 35 +,^ 5 degree. The strength of detachment of lhe integrated Cylindrical shanks, (of diameter nol less than 19 +^ 2 mm and height not less than 30+/- 2 mm) from the body is 10 be a minimum value of 700 Kg. Fixing shall be by drilling holes on the road for the twin shanks lo go inside withoul nails and using epoxy resin based adhesive as per manufaclure's recommendalion and complele as directed by the Engineer durng thye execution

Providing, laying Reinforced cement concrete Hume pipes of 600 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 300 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work

Foundation and erection charges with special T&P, for 9.00Mtrs / 10Mtrs long Octagonal / Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT,filling of charcoal,salt and coil earthing including of all labour charges and cost and conveyance of materials etc.complete with coil earthing.

Foundation and erection charges with special T&P, for 9.00Mtrs / 10Mtrs long Octagonal / Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT,filling of charcoal,salt and coil earthing including of all labour charges and cost and conveyance of materials etc.complete with coil earthing.

Fabrication, Transportation and supply of 1.5mtrs sword type or any decorative double arm bracket with dooms either side complete with all accessories with MS galvanized 40mm / 50mm dia Pipe. (The design should be approved from field Engineers) Makes: Bajaj / Valmont/Laasma /Transrail/Utkarsh/ Skipper /Consoul /Surya /Vakrangee/Lysaght Pole

Supply and transportation of 120 Watts. LED Street light Luminaire made of pressure diecast aluminum body with powder coated, having protective toughened glass / temperature protective polycarbonate diffuser, supply input voltage 120 - 270V AC, P.F > 0.90, high power LEDs having System Efficacy >= 120 lumens/watt and junction temperature < 70°C, with Ingress protection IP66, Luminaire performance complies to IS 10322 (Part 5/Sec-3), driver surge protection 4KV, in-house additional Surge protection 10 KV with optics distribution, THD<10% at 110 Volts AC, driver efficiency >90%, CCT: 3000K - 5700K, minimum CRI>70, etc., complete with earth connection and not less than two years warranty a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Valmont (Supernova) Greenlites(HI-Lux) / Capart(Premium) /Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06)/Orient (Fiesta Plus) /Bee-lite(Gritty) /Ecolink(Durastreet Gen-II) /Pro-Lite(GLM) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG. a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Greenlites(HI-Lux) /Capart(Premium)/Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG.

Supply and transportation of 50 SqmmX 3.5 core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)./1554-I

Supply and transportation of 16 SqmmX 4 core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)./1554-I

Fixing of M.V / S.V / M.H luminaire / Halogen fitting on wall / pole cross arm /channel / stem pipe etc., including all labour charges and giving connections etc., complete.

Supply of 3 core 2.5 Sqmm PVC insulated and sheathed FRLS copper round cable for voltage up to 1100V as per IS 694/1990.Makes: Finolex / RR kabel / Havells/ Finecab /KEI/Polycab/ Gloster/ Goldmedal/GM// Fortune Arrt/Anchor /Million

Supply and making one end termination with heavy duty singlecompression brass gland as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for 50 Sq.mm of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size.Make: Dowels / Jainson / Comet.

Supply and making end termination with heavy Alluminium lugs (pin / ring type) for 16 Sq.mm cable as per IS specification duly crimped with crimping tool, PVC tape etc., complete. Make: Dowels / Jainson / Comet.

Supply and fixing of 6 to 32 Amps range Single pole MCBs 'C'/ 'D' Curve as per IS:8828 - 1996 / IEC:60898 - 2002 ISI mark of 'C' series 10 KA breaking capacity in the existing board and giving necessary connections. Grade-A: Makes: Legrand-DX3 / Schneider-Acti9 / Hager-h3 / Siemens-5SX4 / Havells STADx / L&T-AU / Indo Asian-Opti pro / HPL (Techno)

Laying of U.G cables upto 50 Sq,mm and back filling of trench including labour charges etc., complete.

Supply Laying and Transportation of Outer dia 50mm and inner dia 38mm, 6Kg/Sq.Cm (PE- 100 grade) double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II, Make : DURA LINE (Dura Guard) or its equivalent make.

Supply of 50 mm dia G.I. pipes of "B" class of ISI marked and approved by the department including cost and conveyance and all other incidental charges etc., and properties and weight as per IS 1239 marked . Make: Jindal / Appollo / TATA.

Earth Work excavation for trench for laying of U.G. Cable in ordinary Soils, manual means to the required width and depth and depositing the same on bank as directed during execution etc., complete .

Design, Fabrication, Supply, Installation and Commissioning of Outdoor type timer box of size 600mm(W) x 600mm(H) x 300mm(D) and made with 14SWG CRCA sheet steel cleaning with 7 tank process and painting with powder coating. The box shall be made by provide rubber beeding, door knobs etc., and the front door with double leaf arrangement with hinges and locking arrangement. Suitable heat Dissipation / Air / Ventilation ducts with inside wire mesh shall be provide to the panel. The box base shall be mounted on 40x40x6mm MS angle with stand legs at 4 corners at a length of 700mm each of 40x40x6mm MS angle with necessary welding and the angles shall be painted with two coats of enamel black paint over one coat of red-oxide. The timer box legs should be fixed in ground of size 400mm depth by using 20mm HBG metal in 1:3:6 ratio. A 9 Ply - 18 mm thick plywood sheet of size 0.50 m x 0.50m to fix inside the box and the following shall be supply and fix firmly on the ply wood sheet and giving necessary connections between Isolator - contactor - timer - out going MCBs etc., with suitable size of PVC copper wires /bus links and suitable holes to be made at bottom sheet of the box for incoming / outgoing cables and install the box at site as directed during execution by the site Engineer.a) Incoming: 100 A FP Isolator - 1 No., b) Out Goings: 63 A 4-pole MCB - 2 Nos, c) LED indicator lamps - 3 Nos.d) ML - 4 3 Pole, 415 V Power Contactor L & T) - 1 No. e) Togele / 6 Amps 2 Way Switch and giving connections.- 1 No. f) Digital Time Switch (L & T) - 1 No, g) An earthing terminal should be provide to the box, h) Danger name plate -1 No., i) The ratings of switches, feeder name, bus bar / cable chamber etc., shall be indicate on panel with stickering letters as directed during execution.

Providing of Independent Earthing with 40mm Dia GI Pipe 'B' class of 2 Mtrs length after excavating an earth pit of size 1.5 m X 0.9 m X 2.05 m (Top 1.50 m X 0.90 m X 0.9m & bottom 1.20 m X 0.90 m X 1.15 m) with the following specification:- (a) the GI pipe shall be inserted into the Ground for 1.75 Mtr below the inspection chamber bottom 300 mm all around This pipe shall be covered with the mixture of 40 Kgs of coke, 20 Kgs of salt & sand including necessary earth work excavation in all kind of soils. (b) The excavated gap shall be back filled with excavated earth, and shall be properly consolidated with water.(c) The top 0.25 m of GI pipe shall be exposed into inspection chamber of Hum pipe . The all around inspection chamber shall be provided with 18" dia hume pipe. Earth connections shall be given to the 25 X 6 mm GI flat with bolts, nuts & washers, (d) A 65 mm dia PVC conduit is to be embedded through hume pipe at one side, to lay the Earth from the Earth bus to the Electrode through the PVC conduit and after laying the Earth, the pit entry PVC conduit is to be sealed with Bitumen compound. (e) Necessary Meggar testing is to be done in the presence of the concerned Engineers, and the reading should be as per IE standards

Supply and run of ' 8 ' SWG GI wire for earth electrode to required places buried in ground at not less than 0.5 mtrs below the ground level after excavation of trench and filling with 6" sand all around the earth strip and refilling etc., and giving necessary connections with 3/8" x 2" GI, Bolts, Nuts and Washers wherever joints has to be done. The strip has to be either riveted (or) bolted (or) gas welding neatly and all labour charges etc., complete.

Supply and fixing of suitable outdoor type feeder pillar box made with 14 SWG CRCA sheet after 7 tank process including S & F 40-63A FP MCB, 9 Nos SP MCB's, din channel, bus bars, 6 Sq mm 3 core copper cable for internal wiring, contactor, connectors and provision for energy meter etc., complete for finished item of work.