Providing UGD Network and VDCC roads at Jana Chaitanya Housing Sai Bhavani Phase-I Colony, Attapur, Upparpally (V), Rajendra Nagar (M), R.R. District

Excavation for underground drainage lines in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Supplying and filling robo sand in trenches, sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental, labour charges hire charges and T & O Complete for finished item APSS 309 &310) including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Manufacture, supply & delivery of (DWC) structured wall polyethylene / polypropylene piping system class SN-8 with non smooth external annular corrugated and smooth internal surface (Double wall) for non pressure sewage & Drainage application pipes of standard length 6m, grade conforming to IS 16098 (part-II:2013) including rubber gasket, transportation to anywhere in Telangana, loading, unloading charges but excluding all taxes etc complete..including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for 200mm ID DWC Sewer Lines For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Lowering, laying of Class SN8 Double wall corrogated (DWC) piping system in into ready made trenches, laying true to line and level and perfect linking at joints, encasing the pipe alround with soft gravel, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work. including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge.for 200mm ID DWC Sewer Lines For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Manufacture, Supply and Delivery of 300MM internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar .including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH .including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Cement Concrete M15 & M20 (Manual means). For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH .including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Reinforced Cement Concrete and prestressed Concrete (Manual means) For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Carting of surplus excavated Rock or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete .including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Carting of surplus excavated Earth or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., .including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of sewer lines of various diameters for Proposed Underground Sewerage (UGD) Network System

Construction of sewer conical manhole as per type design using Fly ash cement blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:6) prop; including PCC M 10 bed for foundation and of PCC M15 prop; using 20mm HG graded metal for benching and channels, inside plastering 20 mm thick in single coat of Sulphate Resisting Cement CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC slag CM (1:3) prop; the foundation concrete in PCC M10 prop; using 20mm nominal size graded hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete .including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. for 0.90m dia - 1.10m to 1.60m depth MH for 0.90m dia manhole up to 1.10m For Construction of Manholes for Proposed Underground Sewerage (UGD) Network System

Construction of sewer conical manhole as per type design using Fly ash cement blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:6) prop; including PCC M 10 bed for foundation and of PCC M15 prop; using 20mm HG graded metal for benching and channels, inside plastering 20 mm thick in single coat of Sulphate Resisting Cement CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC slag CM (1:3) prop; the foundation concrete in PCC M10 prop; using 20mm nominal size graded hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete .including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge.for 0.90m dia - 1.10m to 1.60m depth MH for 0.90m dia manhole extra lifts up to 1.60m depth For Construction of Manholes for Proposed Underground Sewerage (UGD) Network System

Construction of sewer conical manhole as per type design using Fly ash cement blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:6) prop; including PCC M 10 bed for foundation and of PCC M15 prop; using 20mm HG graded metal for benching and channels, inside plastering 20 mm thick in single coat of Sulphate Resisting Cement CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC slag CM (1:3) prop; the foundation concrete in PCC M10 prop; using 20mm nominal size graded hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete .including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. for Man holes of 1.20m dia and 1.65m depth ( 1.65m to 2.30m) for 1.20m dia manhole 1.65m depth For Construction of Manholes for Proposed Underground Sewerage (UGD) Network System

Construction of sewer conical manhole as per type design using Fly ash cement blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:6) prop; including PCC M 10 bed for foundation and of PCC M15 prop; using 20mm HG graded metal for benching and channels, inside plastering 20 mm thick in single coat of Sulphate Resisting Cement CM (1:3) prop; and outside plastering 20 mm thick in single coat of OPC slag CM (1:3) prop; the foundation concrete in PCC M10 prop; using 20mm nominal size graded hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete .including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. for Man holes of 1.20m dia and 1.65m depth ( 1.65m to 2.30m) for 1.20m dia manhole extra lift of 0.1m depth up to 2.30m For Construction of Manholes for Proposed Underground Sewerage (UGD) Network System

Manual means : Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. for Sumps,Thrust blocks, Chambers and Man Holes etc. by Manual means including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Construction of Inspection Chambers for Proposed Underground Sewerage (UGD) Network System

Providing PCC Grade M10 concrete using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work complete as per drawings and technical specifications including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Construction of Inspection Chambers for Proposed Underground Sewerage (UGD) Network System

Brick Masonry work in CM (1:6) prop with Flyash Cement solid blocks of size 225 x 100 x 60 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., complete with a compresive strength not less than 75 kg/sqm for Manhole Walls including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Construction of Inspection Chambers for Proposed Underground Sewerage (UGD) Network System

External plastering with Cement mortar ( 1:3) 20 mm thick using OPCement including cost and conveyance of all materials, all labour charges, scaffolding,Curing and all other operational, incidental, labour charges etc. complete For outside walls of the Inspection Chamber.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Construction of Inspection Chambers for Proposed Underground Sewerage (UGD) Network System

Internal plastering with Cement mortar ( 1:3) 20mm thick using SR Cement including cost and conveyance of all materials, all labour charges, scaffolding,Curing and all other operational, incidental, labour charges etc. complete for inside walls of the Inspection Chamber.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Construction of Inspection Chambers for Proposed Underground Sewerage (UGD) Network System

Using Concrete mixture up to Plinth Level; Plain Cement concrete nominal mix M15 prop (Cement : fine aggregate: coarse aggregate ) using 20mm size graded Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Construction of Inspection Chambers for Proposed Underground Sewerage (UGD) Network System

Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable.including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge FOR 450mm x 600mm - HD-20 Manhole frame and cover For Construction of Inspection Chambers for Proposed Underground Sewerage (UGD) Network System

Carting of surplus excavated earth/Soil within a lead of 5Km from the site to a distance suitable including loading charges, cost & conveyance, dumping, labour charges and other incidental and operational charges etc., complete.including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Construction of Inspection Chambers for Proposed Underground Sewerage (UGD) Network System

Excavation for Structures Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.for Pipe Line Trenches, including provision for narrow trenches in restricted areas and excluding Seigniorage Charges For Sewer line (From Inspection Chamber to Manhole) for Proposed Underground Sewerage (UGD) Network System

Earthwork excavation in all kinds of soil by Manual means up to 3.00 Mts depth below GL for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Sewer line (From Inspection Chamber to Manhole) for Proposed Underground Sewerage (UGD) Network System

Manufacture, supply & delivery of (DWC) structured wall polyethylene / polypropylene piping system class SN-8 with non smooth external annular corrugated and smooth internal surface (Double wall) for non pressure sewage & Drainage application pipes of standard length 6m, grade conforming to IS 16098 (part-II:2013) including rubber gasket, transportation to anywhere in Telangana, loading, unloading charges but excluding all taxes etc complete. For 100 mm internal dia .including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Sewer line (From Inspection Chamber to Manhole) for Proposed Underground Sewerage (UGD) Network System

Lowering, laying of Class SN8 Double wall corrogated (DWC) piping system of 100m internal dia in into ready made trenches, laying true to line and level and perfect linking at joints, encasing the pipe alround with soft gravel, testing and commissioning, and giving necessary hydraulic test to the required pressure as per ISS etc complete for finished item of work.etc, including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Sewer line (From Inspection Chamber to Manhole) for Proposed Underground Sewerage (UGD) Network System

Making drainage connection from a drainage line in to an existing junction chamber/ inspection chamber/ manhole including fixing required specials as per site condition, making a hole in to the chambers if required, placing necessary pipes in the connection and making good the junction in and out of the chambers including cost of necessary cement, sand and aggregate etc., for complete work including Contractor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Sewer line (From Inspection Chamber to Manhole) for Proposed Underground Sewerage (UGD) Network System

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Stone Masonry structures For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH,including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For Concrete & CC upto M10 manual means For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH,including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For Reinforced Cement Concrete structures For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Earthwork excavation for road way in soil by mechanical means by using Hydraulic excavator including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means 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 soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 (4th revision) including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Construction of Granular sub-base by providing HBG material confirming to Grading - VI 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. including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Saw cut joints for freshly laid concrete pavement including all material and labour charges including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORTH Section 803.4 and IRC: 35-2015, the material should satisfy the requirements as per MORTH specifications 803.4 and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Providing & fixing junctin boards of size 1500 x 1200 mm made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 4MM Alluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Supplying and installation of Hazard Marker 300x900 mm using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work.For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Supply and Application of Alluminium Backed flexible prismatic sheeting (AFP) which shall be of 1ft width Sq ft) and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color on top in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0°C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Providing and fixing Mandatory / Regulatory sign boards size 600 mm circle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting of minimum exposed area of 125 cm2 and bottom retroreflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting of minimum exposed area of 35 cm2 confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS (HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Carting of surplus excavated Earth within a lead of 5Km from the site including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For Total Earth work Qty Carting of earth to a distance of 5.00 Km For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Carting of surplus excavated Earth within a lead of 5Km from the site including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For Total Dismentling Qty Carting of rock to a distance of 5.00 Km For Laying of VDCC Road 7.0m wide on either side for Proposed Development of 60 feet wide Road

Cutting open BT road surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Repairs to existing Central Median 1.5m wide with CRS side walls for Proposed Development of 60 feet wide Road

Earth work excavation in Ordinary Soil by Manual Means Upto 3 m depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Repairs to existing Central Median 1.5m wide with CRS side walls for Proposed Development of 60 feet wide Road

Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Repairs to existing Central Median 1.5m wide with CRS side walls for Proposed Development of 60 feet wide Road

Construction of CRS Masonary 1st Sort in Cement Mortor ( 1:6 ) Prop using Coarse stone size of 30 x 30 x45 cm including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including labour charges for cutting Stones to required size and shape, mixing of Cement Mortor, Construction, Scaffolding Charges curing etc., complete for finished item of Work, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Repairs to existing Central Median 1.5m wide with CRS side walls for Proposed Development of 60 feet wide Road

Providing Cement Pointing to CRS Masonary in Cement Mortor (1:3) Prop . for including cost & conveyance of all materials to site, labour charges on all materials, curing etc., Complete for finished item of work, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Repairs to existing Central Median 1.5m wide with CRS side walls for Proposed Development of 60 feet wide Road

Providing PCC Grade M15 concrete for using nominal size 40 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Repairs to existing Central Median 1.5m wide with CRS side walls for Proposed Development of 60 feet wide Road

Filling with gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Repairs to existing Central Median 1.5m wide with CRS side walls for Proposed Development of 60 feet wide Road

Collection, Supply and Filling with red earth in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Repairs to existing Central Median 1.5m wide with CRS side walls for Proposed Development of 60 feet wide Road

In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas cluding divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with Terrazzo chequered tiles for Proposed Development of 60 feet wide Road

In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soils as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with Terrazzo chequered tiles for Proposed Development of 60 feet wide Road

Cast in Situ Cement Concrete M20 Kerb: Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with Terrazzo chequered tiles for Proposed Development of 60 feet wide Road

Plastering with 12mm thick in single coat in CM (1:3) finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903) including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with Terrazzo chequered tiles for Proposed Development of 60 feet wide Road

Painting Two Coats on New Concrete Surfaces : Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with Terrazzo chequered tiles for Proposed Development of 60 feet wide Road

Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with Terrazzo chequered tiles for Proposed Development of 60 feet wide Road

Flooring with precast terrazzo chequered tiles conforming to IS: 13801 Supplying precast terrazzo chequered tiles conforming to IS:13801 using marble aggregates of size 10mm, sand, marble powder, white cement pigments etc., with terrazzo topping not less than 6 mm of tiles overall size not less than 20 mm thick any coloured shades. set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand water and tiles etc., complete for finished item of work, including the cost and conveyance of all materials.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with Terrazzo chequered tiles for Proposed Development of 60 feet wide Road

Excavation for underground drainage lines in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Collection, Supply and filling with HBG stone chips 2.36 mm & below from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Providing R.C.C. grade M 20 (Design Mix) concrete using 20 mm Graded Metal (MORD & MORTH 12.8 E), mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For base slab For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

RBR-FNDN-4 E:Providing R.C.C. grade M 20 (Design Mix) concrete using 20 mm Graded Metal (MORD & MORTH 12.8 E), mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Above 1mt height including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For walls For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

RBR-FNDN-4 E:Providing R.C.C. grade M 20 (Design Mix) concrete using 20 mm Graded Metal (MORD & MORTH 12.8 E), mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For top slab For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126) including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site, as applicable.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Carting away the surplus excavated earth from the work site with a lead of 5.0 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads/drains- 1 cum including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Supplying and fixing of MS Grating to Kerb / Railing wall using 35mm x 35mm 6mm MS angle alround and 10mm MS square bars, horizontally at 75mm centre to centre and vertically at 125mm centre to centre- 2 Nos each including fixing with 4 Nos of MS Z holdfasts (2 on each side) duly making cutting masonry, fixing and making to original surface neatly and painting grill with one coat of red oxide primer and Synthetic enamel conveyance of all materials including cutting, bending, welding including all operational charges and all labour charges etc., complete for finished item of work including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Plastering with 12mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903).including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing RCC Box drain below Footpath for Proposed Development of 60 feet wide Road

Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN -10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including the supply of suitable boards with bakelite sheet and MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH for 9mtrs height Pole having dimensions Bottom 155mm, Top 70mm with 3mm thick, base plate 260 x 260 x16mm and 4 Nos of M24 x 750 long 'J' bolts along with template of Makes: BAJAJ / VALMONT / TRANSRAIL / SKIPPER / UTKARSH / LAASMA including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Fabrication, Transportation and supply of 1.5 Mtr decorative galvanized double arm bracket with PU paint complete with all accessories with MS galvanized 50mm dia Pipe. Makes: BAJAJ / VALMONT / TRANSRAIL / SKIPPER / UTKARSH / LAASMA / Surya / Vakrangee including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

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 0.60Mtrx0.60Mtrsx1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement as directed by the field engineers during execution including centering, decentering, water curing as required, soil exacavation, back filling, muffing removal and coil earthing including all labour charges and cost and conveyance of materials etc. complete. including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply and transportation of 150 W +/-10% (>=15000 Lumens) LED Street light Body made of high grade pressure die – cast Aluminium alloy with corrosion resistant powder coat, having protective toughened glass cover / temperature protective custom molded polycarbonate diffuser, Thermal shock and impact resistant IK07 fixed to the housing by SS screws Suitable lense on LEDs, Less Glare, IP 66 (Silicon gasket ensures Optical & Electrical compartments are IP 66) protected, wide operating voltage range, P.F > 0.90, System having efficacy >120 lumens / watt, with Ingress protection IP66, BIS approved Potted driver, Driver surge protection >10KV, THD<15%, CCT: 3000- 6500K as desired by the department and as per IS, CRI>70, Inbuilt Electrical protections like Over voltage, short circuit, Over load, Open Circuit, Miswiring, etc complete with BIS certification with 5 years warranty. The contractor has to furnish the manufacturer warranty letter, LM 79 and LM 80 certificates. LUMINAIRE MAKE : PHILIPS / OSRAM / CROMPTON / BAJAJ / Surya / Ecolink / Wipro / Jaquar / Eveready / Halonix / Keselec / HAVELLS / POLYCAB / SURYA / Capart / Fortune Arrt / Goldwyn / Panasonic / GM / Goldmedal / Silicon / Orient / HPL / Valmont / Transrail / Bee - Lite / Accent LED MAKE : Philips Lumileds / Cree / Nichia / Osram / Samsung / LG LEDs. including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply and fixing of suitable out door feeder piller box of size made with 14 SWG CRCA sheet with double door arrangement, making powder coating after processing of 7 Tank process, lock and key, hinges, rubber gasket, danger board,suitable angle iron stand for mounting the feeder pillar with cement concrete, including Supply and fixing of Legrand / Schnieder make 40A-63A, 4 Pole MCB as incomer,6 Nos 6-32A SP MCBss as out goings, indication lamps, din channel, 6 Sqmm 3 core copper cable for invidual light control, connectors, bus bars, shroudings, gland plates and provision for 3 phase energy meter etc., complete for finished item of work and suitable wiring provision for connecting the nature switch including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in C.C/ brick massonry chamber of 450m x 450m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with 20Kg Salt and 40Kg Charcoal or 40Kg bentonite powder from the bottom of the pipe gig earth connection from electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II) NOTE : Whenever providing full length of electrode is not possible due to the obstruction of water tube / rock, the length of electrode may be reduced and additional earthing may be done to meet earth resistance.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply, Transportation and Laying of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II with all accessories like couplers, bends, end caps, Ts etc., complete including cost towards earth work excavation, material and labour charges etc complete as directed by the Engineer in Charge including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes: DURA LINE (Dura Guard) / Bajaj / Gamson / Ultra Plus / CPE For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply and fixing of Automatic Street Light Control System with Optical Sensor, Low volatage / High voltage trip and reset, operating voltage 380 - 450 V AC, 50 HZ with suitable SMC enclousure of IP 54 protection, MCBs of Legrand / Schneider / L&T / Siemens of 10KA C/D curve and Contactor suitable to control the load of 5KW Three phase load with necessary clamping arrangements including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. Makes : Swadeep Nature Switch / Light Mate / L&T / Siemens / Bajaj. For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply and laying of 35 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable with ISI mark as per specification confirming to IS:7098 (Part - I). including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes :Torrent / Unicab / Universal /Polycab / Havells / Gloster / KEI / Finolex / Payal / RR kable / Beljin /Ollvin / Finecab / RPG / V - Guard / Orbit / Fortune Arrt / Gemscab / Bonton / SPM/ Unistar / Windsor/ Avocab / Pawancab/ Nakoda / Suncab For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply and laying of 16 Sqmm 4 Core XLPE insulated, 1100V grade armoured alluminium cable with ISI mark as per specification confirming to IS:7098 (Part - I).including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes :Torrent / Unicab / Universal /Polycab / Havells / Gloster / KEI /Finolex / Payal / RR kable / Beljin /Ollvin / Finecab / RPG / V - Guard / Orbit/ Fortune Arrt / Gemscab / Bonton / SPM / Unistar / Windsor/ Avocab / Pawancab/ Nakoda / Suncab For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply of 1.5 Sqmm (22/0.3mm) 3 core PVC Insulated and FR Round Sheathed Multi Core Bright Annealed Bare Copper Conductor Heavy Duty Industrial Cables for Voltage Grade upto 1100 Volts as per IS:694:1990 including all transportation charges etc complete.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes : Finolex / RR kabel / Havells / Polycab / RPG / KEI / Nakoda/ Sun cab / Sudhakar / Powerflex / Gemni / HPL / Gloster. For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply and fixing of 6-32A SP MCB 10KA, C/D Curve ISI including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Mark.Makes : Legrand-DX3 / Schneider-Acti9 / Siemens / L&T Exora / Cabtree / Indo Asian / BCH For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply of heavy duty type single compression brass cable glands duly nickel plated complete with brass checknut, outer sheath sealing rubber ring and washers suitable for Up to 16.0 Sq.mm 4 Core XLPE insulated armoured cable etc complete.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes: SMI / Commet / Dowels. For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Supply of heavy duty long barrel copper lugs confirming to I.S specifications suitable for 16 sqmm cable etc complete with nuts, bolts and washers.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes: DMI / Jainson / Dowels or equivalent make as approved by the department For Central Lighting with decorative double arm LED lamps for Proposed Development of 60 feet wide Road

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201MORD / MORTH for trees of girth above 200 cms.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For Concrete & CC upto M10 manual means For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For Reinforced Cement Concrete structures For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Earthwork excavation for road way in soil by mechanical means by using Hydraulic excavator including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

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) including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Construction of Granular sub-base by providing HBG material confirming to Grading - VI 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) including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Saw cut joints for freshly laid concrete pavement including all material and labour charges including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORTH Section 803.4 and IRC: 35-2015, the material should satisfy the requirements as per MORTH specifications 803.4 and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Supplying and installation of Hazard Marker 300x900 mm using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Supply and Application of Alluminium Backed flexible prismatic sheeting (AFP) which shall be of 1ft width Sq ft) and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color on top in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0°C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Providing and fixing Mandatory / Regulatory sign boards size 600 mm circle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting of minimum exposed area of 125 cm2 and bottom retroreflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting of minimum exposed area of 35 cm2 confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS (HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Carting of surplus excavated Earth within a lead of 5Km from the site including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge.Total Earth work Qty Carting of earth to a distance of 5.00 Km For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

Carting of surplus excavated Earth within a lead of 5Km from the site including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge.Total Dismentling Qty Carting of rock to a distance of 5.00 Km For Laying of VDCC Road 7.0m wide for Proposed Development of 40 feet wide Road

In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas cluding divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with terrazzo chequered tiles for Proposed Development of 40 feet wide Road

In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soils as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means. including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with terrazzo chequered tiles for Proposed Development of 40 feet wide Road

Cast in Situ Cement Concrete M20 Kerb: Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with terrazzo chequered tiles for Proposed Development of 40 feet wide Road

Plastering with 12mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials to site, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with terrazzo chequered tiles for Proposed Development of 40 feet wide Road

Painting Two Coats on New Concrete Surfaces : Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with terrazzo chequered tiles for Proposed Development of 40 feet wide Road

Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with terrazzo chequered tiles for Proposed Development of 40 feet wide Road

Flooring with precast terrazzo chequered tiles conforming to IS: 13801 Supplying precast terrazzo chequered tiles conforming to IS:13801 using marble aggregates of size 10mm, sand, marble powder, white cement pigments etc., with terrazzo topping not less than 6 mm of tiles overall size not less than 20 mm thick any coloured shades. set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand water and tiles etc., complete for finished item of work, including the cost and conveyance of all materials.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Footpath 1.5m wide on either side of Road with terrazzo chequered tiles for Proposed Development of 40 feet wide Road

Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including the supply of suitable boards with bakelite sheet and MCB's as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.50 Mtrs height Pole having dimensions Bottom 130mm, Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700mm long 'J' bolts along with template.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes: BAJAJ / VALMONT / TRANSRAIL / SKIPPER / UTKARSH / LAASMA For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Fabrication, Transportation and supply of 1.5 Mtr sword type or any decorative Single arm bracket with dooms complete with all accessories with MS galvanized 50mm dia Pipe. Makes: BAJAJ / VALMONT / TRANSRAIL / SKIPPER / UTKARSH / LAASMA / Surya / Vakrangee For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Foundation and erection charges with special T&P, for 7.50 Mtrs long Octagonal / Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.45Mtr x 0.45Mtrs x 1.20 Mtr size M20 cc work vibrated concreting mixing with necessary steel (10kgs) reinforcement as directed by the field engineers during execution including all labour charges and cost and conveyance of materials etc. complete.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply and transportation of 90Watts LED Street light Body made of high grade pressure die – cast Aluminium alloy with corrosion resistant powder coat, having protective toughened glass cover, Less Glare, IP 66 (Silicon gasket ensures Optical & Electrical compartments are IP 66) protected, wide operating voltage range, P.F > 0.90, System having efficacy >100 lumens/watt, with Ingress protection IP66, Driver surge protection more than 4KV, THD<15%, CCT: 3000- 6500K as desired by the department and as per IS, CRI>80, Inbuilt Electrical protections like Over voltage, short circuit, Over load, Open Circuit, Miswiring, etc complete with 5 years warranty.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge LUMINAIRE MAKE : PHILIPS / OSRAM / GE / CROMPTON / BAJAJ / SCHREDER / VIN / HALONIX / HAVELLS / HPL / SURYA / SYSKA. LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG LEDs. For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply and fixing of suitable out door feeder piller box of size made with 14 SWG CRCA sheet with double door arrangement, making powder coating after processing of 7 Tank process, lock and key, hinges, rubber gasket, danger board,suitable angle iron stand for mounting the feeder pillar with cement concrete, including Supply and fixing of Legrand / Schnieder make 63A, 4 Pole isolator as incomer, 6 Nos 6-32A SP MCBs as out goings, indication lamps, din channel, 6 Sqmm 3 core copper cable for invidual light control, connectors, gland plates and provision for 3 phase energy meter etc., complete for finished item of work and suitable wiring provision for connecting the nature switch with including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply and Transportation incluiding Earth work excavation and laying charges of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes:DURA LINE (Dura Guard) or its equivalent make.51mm dia DWC pipe For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply & Fixing of 40 mm Nominal Bore GI pipe Light Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings &labour charges complete, including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply and fixing of Automatic Street Light Control System with Optical Sensor, Low volatage / High voltage trip and reset, operating voltage 380 - 450 V AC, 50 HZ with suitable SMC enclousure of IP 54 protection, MCBs of Legrand / Schneider / L&T / Siemens of 10KA C/D curve and Contactor suitable to control the load of 5 KW Three phase load with necessary clamping arrangements.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes : Swadeep Nature Switch / Light Mate / L&T / Siemens / Bajaj. For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply of 1.5 Sqmm (22/0.3mm) 3 core PVC Insulated and FR Round Sheathed Multi Core Bright Annealed Bare Copper Conductor Heavy Duty Industrial Cables for Voltage Grade upto 1100 Volts as per IS:694:1990 including all transportation charges etc complete.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes : Finolex / RR kabel / Havells / Polycab / RPG / KEI / Nakoda/ Sun cab / Sudhakar / Powerflex / Gemni / HPL / Gloster For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply of 16 Sqmm 4 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I).including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes : Torrent / Universal / Unicab / Polycab / Havells / Gloster / KEI/equivalent. For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply of 6-32A 10KA SP MCB, C/D Curve ISI Mark. including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes : Legrand-DX3 / Schneider-Acti9 / Siemens / L&T Exora. For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply of single compression brass cable glands for 4 core XLPE armoured cable up to 16.0 Sq.mm with brass washers complete.including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road

Supply of heavy duty long barrel copper lugs confirming to I.S specifications suitable for 16 sqmm cable etc complete with nuts, bolts and washers. including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge Makes: DMI / Jainson / Dowels For Providing Street lighting with Single arm LED Lamp for Proposed Development of 40 feet wide Road