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| 1 | Verticle Tender (SBD) |
| 2 | Providing and Constructing Temporary Island for Construction of Well Foundation for 6.0m dia. Well. Assuming depth of water 1.0 m and height of island 1.5 m. (MORTH Clause 12.9 A) |
| 3 | Providing and constructing one span service road to reach island location from one pier location to another pier location Season 1 (MORTH Clause 12.9 C) |
| 4 | Providing and constructing one span service road to reach island location from one pier location to another pier location Season 2 (MORTH Clause 12.9 C) |
| 5 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. (MORTH Clause 12.10) |
| 6 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC in Well Curb M 30 (MORTH Clause 12.11A- II) |
| 7 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC in Well Steining RCC - M 30 (MORTH Clause 12.11B- VI) |
| 8 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC in False stenning M 30 (MORTH Clause 12.11B- VI) |
| 9 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. PCC in Bottom Plugging M 25 (MORTH Clause 12.11C- II) |
| 10 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Intermediate Plugging M 25 (MORTH Clause 12.11D- II) |
| 11 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Well cap M 30 (MORTH Clause 12.11F- III) |
| 12 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. HYSD bar reinforcement (MORTH Clause 12.42) |
| 13 | Sinking of well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level (MORTH Clause 12.12B) |
| 14 | Sinking Abutment Well |
| 15 | 0 M - 3M |
| 16 | 3 M - 10 M |
| 17 | 10 M - 20 M |
| 18 | Sinking Pier Well |
| 19 | 0 M - 3M |
| 20 | 3 M - 10 M |
| 21 | 10 M - 20 M |
| 22 | Sinking Above Well Cap |
| 23 | Sand Filling in Wells complete as per Drawing and Technical Specifications.(MORTH Clause 12.21) |
| 24 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Pier M 35 (MORTH Clause 13.05 H) |
| 25 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Abutment column M 35 (MORTH Clause 13.05 H) |
| 26 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Pier cap M 35 (MORTH Clause 13.05 H) |
| 27 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Top beam M 35 (MORTH Clause 13.05 H) |
| 28 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Pedestal M 45 (MORTH Clause 13.05 J) |
| 29 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Seismic arrester M 45 (MORTH Clause 13.05 J) |
| 30 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Back wall , wing wall & Parapet M 35 (MORTH Clause 13.05 H) |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.(MORTH Clause 13.06) |
| 32 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. (MORTH Clause 13.18) |
| 33 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.PSC Main Beam M 45 (MORTH Clause 14.01 F) |
| 34 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC in Deck slab M 40 (MORTH Clause 14.01 E) |
| 35 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC in Footpath Slab M 40 (MORTH Clause 14.01 E) |
| 36 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC in cross beam M 45 (MORTH Clause 14.01 F) |
| 37 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC in Crash Barrier M 40 (MORTH Clause 14.01 E) |
| 38 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications HYSD in super str. (MORTH Clause 14.02) |
| 39 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications (MORTH Clause 14.03) |
| 40 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications M 30 (MORTH Clause 14.04) |
| 41 | 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. (MORTH Clause 14.22) |
| 42 | Drainage Spouts complete as per drawing and Technical specification (MORTH Clause 14.09) |
| 43 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification M 15 (MORTH Clause 14.10) |
| 44 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. M 30 (MORTH Clause 14.11) |
| 45 | Providing, fitting and fixing 65 mm GI Pipe railing complete as per drawing and Technical Specification (MORTH Clause 14.08) |
| 46 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (MORTH Clause 14.16) |
| 47 | Temporary Steel Pile bridge |
| 48 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (MORTH Clause 2.03/201) |
| 49 | Construction of Embankment with Material obtained from Borrow Pits Lead 1000 m Construction of embanmkment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site spreading grading to required slope and compactig to meet requirement of table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 3001.5 including Royalty (MORTH Clause 3.16/305) |
| 50 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (MORTH Clause 4.01/401) |
| 51 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading 2 (MORTH Clause 4.11/404) |
| 52 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading 3 (MORTH Clause 4.11/404) |
| 53 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. T.Sp. 502 (MORTH Clause 5.01/502) |
| 54 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH Clause 5.02/503) |
| 55 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. (MORTH Clause 5.07/510) |
| 56 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A (MORTH Clause 5.09/511) |
| 57 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Below Paver Block Soling) |
| 58 | Paver Block Soling |
| 59 | Construction Of K.C. Drain as per drawing and technical Specification |
| 60 | Construction Of Chute Drain as per drawing and technical Specification |
| 61 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 62 | Construction of Embankment with Material obtained from Borrow Pits Lead 1000 m Construction of embanmkment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site spreading grading to required slope and compactig to meet requirement of table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 3001.5 including Royalty |
| 63 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 64 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading 1 |
| 65 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading 2 |
| 66 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 67 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 68 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. |
| 69 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A |
| 70 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Below Paver Block Soling) |
| 71 | Paver Block Soling |
| 72 | Construction of BOX Culvert 8.50 x 3.00 m x 2.00 m |
| 73 | Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. (Clause 3.01) |
| 74 | Providing and laying boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Clause 16.04) |
| 75 | Providing and laying Pitching on slopes laid over prepared filter media complete as per drawing and Technical specifications (Clause 16.04) |
| 76 | Providing and laying of Filter materials underneath pitching in slopes complete as per drawing and technical specifications (Clause 16.05) |
| 77 | Toe Wall |
| 78 | 12 m - 15 m Span Over Head Structure with 300 Dia MS - two vertical post. Supply, fixing & Erection of Built up Overhead Structure of 12M-15M span comprising of two vertical posts od 6.00 m height made up of 300 mm NB heavy class MS pipenas vertical member welded with 10mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC foundation of size 0.90x0.90x1.50m of required depth as per site condition for built up structure including Earthwork in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 m long as per provisions of structure design including cost of reinforcement & shuttering. The Lateral vertical clearances and complete installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67:2012 complete in all respect. The Rates shall include cost of design, fabrication, suppyly, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc, all T&P machine, materials and labour required for proper completion of work as per direction of Engineer-in-charge. |
| 79 | Retro-Reflective Sheeting type-IV with 4 mm thick ACM Double Side: Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7. The sheeting shall have a pressure-sensitive adhesive of the aggressive-tack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. 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 manufacturer 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 sureance 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. |
| 80 | Linear Delineator System (LDS)Supply and fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high, Each LDS panel is to be firmly fixed on existing concrete/brich work with 16 NOs fastner/Screw. |
| 81 | 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 Acrylonitrile) or HIPS (High-Impact Polystyrene) or Acrylonitrile 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 ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methacrylate conforming to ASTM D788 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 than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm 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 infield performance of the finished road marker shall also be given by the contractor who carries out the work 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 such markers 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. |
| 82 | Road marking with Hot applied Thermo Plastic Compound with Reflectrosising Glass Beads on Bituminous surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorsing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 83 | Type - A, \\"W\\": Metal Beam Crash BarrierProviding and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. |
| 84 | 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 1.5 mm 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 M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm 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. Proof of the same in form of government report shall be uploaded while quoting tender. |
| 85 | Triangular (90 cm equilateral triangle with differentiation plate size (20cm X 60cm)) |
| 86 | Speed Limit (60 cm Circular with differentiation plate (20cm X 60cm)) |
| 87 | No U Turn (80 mm x 60 mm rectangular with differentiation plate (20cm X 60cm)) |
| 88 | Direction and place Identification signs up to 0.90 sqm size Board :Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting. 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. Sheet fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60 cm, below ground level as per approved drawing, complete. |
| 89 | Aluminum-backed flexible prismatic sheetAluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with non-metallic prismatic lens formed in a transparent, synthetic resin as retro reflective elements. This flexible prismatic sheeting shall have black and yellow stripes with aluminum backed flexible prismatic Type VI sheeting conforming to ASTM: D4956 specifications and standards of coefficient of retro reflectivity, flexibility and impact resistance applicable for reboundable devices. This flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black colour in a continuous roll format. Width of object marker shall be 300 mm. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
