Highways Department-HD has published Bridge Work Construction Of Bridge At Km 1 . 2 Of Puthulupatti-Thiyagarajapuram Road. Submission Date for this Tender is 14-12-2020. Bridge Work Tenders in Virudhunagar Tamil Nadu. Bidders can get complete Tender details and download the document.
| Name of work: Construction of Bridge at km 2/2 of Pethulupatti-Thiyagarajapuram road | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Bridge Work | |||
| 2 | 2 | Earthwork excavation in all classes of soil and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVEL | 156.82 | Cubic Metre | |
| 3 | 3 | Earthwork excavation in all classes of soil depositing on bank with all leads and lifts as per SS20B and all over incidental charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions,trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc. complete as per relevant standards specification for FOUNDATION OF ABUTMENTS, WINGS AND PIERS | 627.31 | Cubic Metre | |
| 4 | 4 | Vibrated Cement Concrete of M10 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for LEVELLING COURSE UNDER FOOTINGS | 25.1 | Cubic Metre | |
| 5 | 5 | Vibrated Cement Concrete of grade M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for FOOTING OF ABUTMENTS and WINGS BELOW SILL LEVEL | 331.37 | Cubic Metre | |
| 6 | 6 | Vibrated Cement Concrete of grade M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for SUBSTRUCTURE OF ABUTMENTS and WINGS ABOVE SILL LEVEL | 81.55 | Cubic Metre | |
| 7 | 7 | Vibrated Reinforced Cement Concrete of M30 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on heights, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS. | 9.84 | Cubic Metre | |
| 8 | 8 | Providing and Fixing 110mm dia Class I PVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 110mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the backfill IN THE ABUTMENTS AND WINGS | 30 | Nos | |
| 9 | 9 | Providing and Fixing KRAFT PAPER in full width of seating of Deck Slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges etc. complete | 26.17 | Square Metre | |
| 10 | 10 | Vibrated Reinforced Cement Concrete of M30 (Design Mix) using 20mm HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on heights,hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for DECK SLAB. | 200.68 | Cubic Metre | |
| 11 | 11 | Providing FILTER MEDIA behind the Abutments and Wings with clean graded III material to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. for filter media as per MORTH Revision vth Cl.309-3-2-2 and 305-4-4 etc., complete.· | 39.17 | Cubic Metre | |
| 12 | 12 | Filling behind Abutment and Returns as per Appendix 6 of IRC: 78-2014 with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under OMC to get the maximum density, including watering with all leads and lifts for water and all other incidental charges etc., complete. | 83.7 | Cubic Metre | |
| 13 | 13 | Providing and Fixing PVC Expansion Joint in between Deck Slabs over Abutment and Pier as shown in the drawing including cost and conveyance of expanions joints, including shalimar pad and joint sealent etc. complete. | 39.8 | Running Metre | |
| 14 | 14 | Supply and Fabrication of steel at site Grade Fe-500 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete, | 19.2 | Metric Tonne | |
| 15 | 15 | Vibrated Cement Concrete of M15 (Nominal Mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Base course below approach slab | 13 | Cubic Metre | |
| 16 | 16 | Vibrated Reinforced Cement Concrete of M30 (Design Mix ) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Approach slab | 18.27 | Cubic Metre | |
| 17 | 17 | Vibrated Reinforced Cement Concrete of M30 (Design Mix ) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Wearing coat over deck slab and Approach slab | 264 | Square Metre | |
| 18 | 18 | Vibrated Reinforced Cement Concrete of M40 (Design Mix ) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for outer crash barrier | 16.02 | Cubic Metre | |
| 19 | 19 | Vibrated Cement Concrete of M20 (Nominal Mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for PARAPET OVER RETURNS | 6.07 | Cubic Metre | |
| 20 | 20 | Providing and Fixing of G.I. Drainage Spouts of 100mm dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of GI pipe and flats and fixing them in position etc. complete as per standard specification. | 6 | Each | |
| 21 | 21 | Supply and Fixing of High Quality PVC pipes of 150mm dia of required length including cost and conveyance of pipes to site and fixing in position to proper gradient and level including all labour charges for fixing and including all other incidental charges etc. complete for providing utilities service in Safety kerb | 141.12 | Running Metre | |
| 22 | 22 | Sub Estimates | |||
| 23 | 23 | Approach Road | |||
| 24 | 24 | Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 97% Compaction for making up Diversion road using Carted Earth with an average lead of 5Km MORTH Rev. V | 612.8 | Cubic Metre | |
| 25 | 25 | Granular Sub-base with Graded Material (Table:-400-1)-Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, 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)-for Grading V Material (Specification Number as per MORTH Rev.V 111,112,401,900). | 168.78 | Cubic Metre | |
| 26 | 26 | Wet Mix Macadam (Table400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) (Specification Number as per MORTH Rev.V 111,112,406,900). | 234.41 | Cubic Metre | |
| 27 | 27 | Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) 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 as per clause 502) - over WMM/ WBM.(Specification Number as per MORTH Rev.V 111,112,502,900). | 937.65 | Square Metre | |
| 28 | 28 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900). | 937.65 | Square Metre | |
| 29 | 29 | Bituminous Macadam - Providing and laying bituminous macadam 50mm compacted thick with Central Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II | 46.88 | Cubic Metre | |
| 30 | 30 | Bituminous Concrete 30mm thick (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filer, transporting the hot mix to work site, laying wih a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading II.(Specification Number as per MORTH Rev.V 111,112,507,900). | 28.12 | Cubic Metre | |
| 31 | 31 | Diversion Road | |||
| 32 | 32 | Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 95% Compaction for making up Approach road using Carted Earth with an average lead of 5Km MORTH Rev. V | 1398.6 | Cubic Metre | |
| 33 | 33 | Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 97% Compaction for making up Approach road using Carted Earth with an average lead of 5Km MORTH Rev. V | 667.57 | Cubic Metre | |
| 34 | 34 | Granular Sub-base with Graded Material (Table:-400-1)-Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, 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)-for Grading V Material (Specification Number as per MORTH Rev.V 111,112,401,900). | 84.38 | Cubic Metre | |
| 35 | 35 | Wet Mix Macadam (Table400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) (Specification Number as per MORTH Rev.V 111,112,406,900). | 112.5 | Cubic Metre | |
| 36 | 36 | Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) 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 as per clause 502) - over WMM/ WBM.(Specification Number as per MORTH Rev.V 111,112,502,900). | 562.5 | Square Metre | |
| 37 | 37 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900). | 562.5 | Square Metre | |
| 38 | 38 | Providing and Laying compacting open graded Premix Carpet 20mm thick with a liquid seal coat which shall consist of open graded carpet of 20mm thickness in a single course composed of suitable small sized aggregates premixed with bituminous binder (VG 30) with application of liquid seal coat for sealing the voids in a bituminous surface conforming to the specification including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 510 of MORTH specification Rev. V | 562.5 | Square Metre | |
| 39 | 39 | Supply of RCC NP3 class pipes of 1000mm dia standard length supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges, including loading and unloading, transport and delivery in good condition at work site as directed by the departmental officers etc., complete as per MORTH specication Rev. V for forming for Diversion Road | 30 | Running Metre | |
| 40 | 40 | Retaining Wall | |||
| 41 | 41 | Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for Foundation for Retaining Wall | 244.8 | Cubic Metre | |
| 42 | 42 | Vibrated Cement concrete M 20(Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site and including soft water, labour charges for mixing, transporting, laying, curing and compacting concrete, hire charges for tools and plants and all other incidental charges etc., complete as per standard specification for FOUNDATION for Retaining Wall | 51 | Cubic Metre | |
| 43 | 43 | Vibrated Cement Concrete of M 20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Retaining Wall (below sill) | 134.52 | Cubic Metre | |
| 44 | 44 | Vibrated Cement Concrete of M 20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Retaining Wall (above sill) | 162.52 | Cubic Metre | |
| 45 | 45 | Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Wall including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 110mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall | 144 | Nos | |
| 46 | 124 | Calculation of SubTotal, GST and Total carried out by system automatically | |||
| 47 | 125 | Sub Total Amount for above all items (excluding GST) | 1 | subtotal | |
| 48 | 126 | GST 12% for above SubTotal Amount | 1 | gst |
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