Construction Work of Minor Bridge at Falenda Bangar to Falenda Khadar Road Old Yamuna River Km 7 in District Gautambudhnagar

Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 6 m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m. As per MoRTH specification clause 1200 (12.9A) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. As per MORTH specification clause 1200&1900 (12.10) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Plain/Reinforced Cement Concrete RCC M-25, in Well Foundation complete as per Drawing and Technical Specification. Well curb As per MORTH specification clause 1200&1500&1700 12.11 A Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Plain/Reinforced Cement Concrete RCC M25 Grade, in Well Foundation complete as per Drawing and Technical Specification.Well steining As per MORTH specification clause 1200&1500&1700 (12.11B ) Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Plain/Reinforced Cement Concrete PCC M25 Grade, in Well Foundation complete as per Drawing and Technical Specification plugging the bottam of well complete as per drawing and technical specification As per MORTH specification clause 1200&1500&170012.11C Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Plain/Reinforced cement concrete M-20 grade, in well foundation in itermediate plugging of well complete as per drawing and technical specification As per MORTH specification clause 1200&1500&1700(12.11D) Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Plain/Reinforced cement concrete M-30 grade, in well foundation in well cap of well complete as per drawing and technical specification As per MORTH specification clause 1200&1500&1700 (12.11 F) Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Sand Filling in Wells complete as per Drawing and Technical Specifications.As per MORTH specification clause 1207(12.21) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Sinking of 6.0 m external diameter well (other than pneumatic method of sinking) through clayey soil complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.(i)Depth below bed level upto 3.0 M As per MORTH Specification Clause 1200 (12.12A ) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Sinking of 6.0 m external diameter well (other than pneumatic method of sinking) through clayey soil complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level(ii)Beyond 3m upto 10m depth As per MORTH Specification Clause 1200 (12A) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Sinking of 6.0 m external diameter well (other than pneumatic method of sinking) through clayey soil complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level (iii)Beyond 10m upto 20m depth As per MORTH Specification Clause 1200 (12A) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Supplying, fitting and placing un-coated HYSD reinforcement complete in foundation as per drawing and technical specification & As per MORTH Specification Clause 1600 (12.42) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Plain/Reinforced cement concrete M-30 grade, in sub-structure complete as per drawing and technical specification &As per MORTH Specification Clause 1500,1700 & 2200) (13.5 G) Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. &As per MORTH Specification Clause 2000 & 2200(13.16) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Supplying, fitting and placing un-coated HYSD bar reinforcement complete in sub-structure as per drawing and technical specification & As per MORTH Specification Clause 1600&2200(13.06) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Furnishing and placing Reinforced cement concrete 40 grade in super structure complete as per drawing and technical & As per MORTH Specification Clause 1500,1700&2100 14.01E Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

PCC M-15 grade levelling course below approch slab complete as per drawing and technical specification & As per MORTH Specification Clause 2700 (14.10) Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Reinforced cement concrete M-30 grade in approch slab complete as per drawing and technical specification MoRT&H specification clause 1500,1600,1700 & 2704 (14.11) Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Furnishing and placing cement concrete M-30 grade in wearing coat complete as per drawing and technical specification & MoRT&H specification clause 2702( 14.04) Including cost of, neccessry centering and Shuttring, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Provision of R.C.C .New Jersy crash barrier at the edge of the road approch to bridge super structure and median with M-40 grade C.C. with HYSD reinforcement and dowel bar as per dimension in approved drawing . & MoRT&H specification clause 800 (14.15) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Drainage Spouts complete as per drawing and Technical specification & MoRT&H specification clause 2705 14.09 Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.& MoRT&H specification clause2600 (14.22) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface and applying paint @ 1 ltr. For 2 sqm Asper MoRT&H specification clause 800(14.16) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Supplying, fitting and placing un-coated HYSD bar reinforcement complete in super-structure as per drawing and technical specification & MoRT&H specification clause 1600(14.02) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density. Sr No. 4.1 Ref No. 401 Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing, laying, spreading and compacting stone aggregates of 45-63 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.Sr No. 4.8 Ref No. 405/2 Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.Sr No. 4.8 Ref No. 405/2 Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 Sr No. 5.1 Ref No. 502 Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sr No. 5.2 Ref No. 503 Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Sr no. 5.9 Ref No. 508 Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 .Sr no. 5.12 Ref No. 510 Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. As per MORTH specification clause 2503(16.01) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing & laying Filter material underneath pitching in slopes complete. As per MORTH specification clause 2504(16.04) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH specification clause 2504(16.04) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire As per MORTH specification clause 2504(16.04) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Supply and fixing of 1000 mm dia NP3 type Hume Pipe S&S in position including labour and T&P etc. required for proper completion of work. Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 SOR 762 b Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Retro-reflectorised Traffic sign as per IRC-67-2012 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH specification No- 801.3.7 . P xi) i) 90 cm equilateral triangle with diffinitation plate size (20cm x 60cm) (Junctions, T-Junction, School, Abadi, Temple) Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Road Delinator Delineator: Supply & Fixing of MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall have Ian ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steeI Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtainI clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

Reflective Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/Road Stud shall be moulded from ASA(Acrylic Styrene Acrylonitrite) or HIPS(High-Imoact Polystyrene)or Acryloniitrite Butadien Styrene(ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTMD 4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of thelight entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTMD 788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than13.00sq.cm. the marker height shall not be less than 10mm and shall not exceed 20mm & Width shall not exceed 130mm.The base of the marker shall be flat within 1.3mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition , a two year warranty for satisfactory in field performance of the finished roadmarker shall also be given by the contractor who carries out thework of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all suchmarkers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour,T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST.

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