Highways Department-HD has published Tender For Tnv 25 Ambasamudram H C And M Sub Division. Submission Date for this Tender is 23-11-2022. Road Work Tenders in ambasamudram Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 12-Nov-2022 | Revised BOQ | Other | 23-11-2022 |
| Sl. No. | Item Description |
| 1 | Excavation for Roadway and Drainage. Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or a sindicated by the Engineer as per SS20B for 97% Compaction for making up Berms MORTH Rev.V Clause No.111,112,301 to 305. a)Box Cutting for widening portion. |
| 2 | Road A |
| 3 | Road A - Paverblock |
| 4 | Road B |
| 5 | 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 work site, spreading in uniform layers with motor grader on preparedsurfaceandcompactingwithvibratorypower rollertoachievethedesireddensity,completeasper clause 401 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 6 | Road A |
| 7 | Road A - Paverblock |
| 8 | Road B |
| 9 | 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 work site, spreading in uniform layers with motor grader on preparedsurfaceandcompactingwithvibratorypower rollertoachievethedesireddensity,completeasper clause 401 ) - for grading- III Material as per MORTH Rev. III Clause No. 111, 112, 401 & 900. |
| 10 | Road A - Paverblock |
| 11 | Road B |
| 12 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the samefor reuse and deposting the debris excludingcostof materials including all labour charges for picking and all other tools and plantsemployedoftheworkand including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3& 501. |
| 13 | Road B |
| 14 | Wet Mix Macadam (Table 400-13) (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) as per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 15 | Road A |
| 16 | Road A - Paverblock |
| 17 | Road B |
| 18 | Road C |
| 19 | Road D |
| 20 | 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 as per MORTH Rev. V Clause No. 111,112,501,502 &900 . |
| 21 | Road A |
| 22 | Road B |
| 23 | Road C |
| 24 | Road D |
| 25 | 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 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 26 | Road A |
| 27 | Road B |
| 28 | Road C |
| 29 | Road D |
| 30 | Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 31 | Road A |
| 32 | Milling the existing BT surface 5 to 7cm depth Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers. |
| 33 | Road A |
| 34 | Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 35 | Road A |
| 36 | Road C |
| 37 | Road D |
| 38 | Bituminous Macadam (Providing and laying 50mm bituminous macadam with 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) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900. |
| 39 | Road A |
| 40 | Road B |
| 41 | Road C |
| 42 | Road D |
| 43 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixedwith bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with 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 as per MORTH Rev. V Clause No. 111, 112, 501,507 & 900. |
| 44 | Road A |
| 45 | Road B |
| 46 | Road C |
| 47 | Road D |
| 48 | Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer. a. Formation of embankment using Carted Earth for Lead 3 Km including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900 |
| 49 | Road A |
| 50 | Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer. a. Formation of embankment using Box Cutting Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900 |
| 51 | Road B |
| 52 | Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer. a. Formation of embankment using Carted Earth 5km including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900 |
| 53 | Road C |
| 54 | Road D |
| 55 | Dismantling of Existing RR masonry including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged pipe culvert and Box culvert |
| 56 | Road A - Box culvert at km 1/4 |
| 57 | Road A - Box culvert at km 1/8 |
| 58 | Removing theCutstoneSlab including all labour and other incidental charges wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged Cutstone slab and Box culvert |
| 59 | Road A - Box culvert at km 1/4 |
| 60 | Road A - Box culvert at km 1/8 |
| 61 | Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF Box Culvert and Return Wall. |
| 62 | Road A - Box culvert at km 1/4 |
| 63 | Road A - Box culvert at km 1/8 |
| 64 | Road A - Drainage |
| 65 | Filling quarry dust from approved quarry including cost and conveyance of quarry dust and labour charges for filling the quarry dust etc., complete. |
| 66 | Road A - Paverblock |
| 67 | Providing colour designed concrete paver block floor finish used with concrete block of 80 mm which has a compressive strength of 16.00 Mt/sqm. The rate including the cost concrete concrete block loading and conveyance to site and cost of labour for fixing in position the joints should be filled with sand including compacting by using power compactor etc.,complete complying with standard specification and also the rate including the labour charges for clearing the heavy and scrub,jungle,levelling the sites, diversion of water and sanitary pipe lines,dismantling the existing masonry structures etc.,complete complying as directed by the departmental officers. |
| 68 | Road A - Paverblock |
| 69 | Vibrated Cement concrete M20 Nominal mix 1:1.5:3 using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete for as per standard specifications for Protective wall |
| 70 | Road A - Paverblock |
| 71 | Vibrated Cement Concrete M10 grade mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for levelling course of Base Slab |
| 72 | Road A - Drainage |
| 73 | Plain Cement Concrete M20 grade mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for levelling course of Box Culvert |
| 74 | Road A - Box culvert at km 1/4 |
| 75 | Road A - Box culvert at km 1/8 |
| 76 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT & Drainage. |
| 77 | Road A - Box culvert at km 1/4 |
| 78 | Road A - Box culvert at km 1/8 |
| 79 | Road A - Drainage |
| 80 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT& Drainage. |
| 81 | Road A - Box culvert at km 1/4 |
| 82 | Road A - Box culvert at km 1/8 |
| 83 | Road A - Drainage |
| 84 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Top SLAB OF BOX CULVERT& Drainage. |
| 85 | Road A - Box culvert at km 1/4 |
| 86 | Road A - Box culvert at km 1/8 |
| 87 | Road A - Drainage |
| 88 | Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel 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 spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification. |
| 89 | Road A - Box culvert at km 1/4 |
| 90 | Road A - Box culvert at km 1/8 |
| 91 | Road A - Drainage |
| 92 | Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces andPVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position. (At 5m Interval) |
| 93 | Road A - Drainage |
| 94 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet. |
| 95 | Road A - Box culvert at km 1/4 |
| 96 | Road A - Box culvert at km 1/8 |
| 97 | VibratedCement Concrete of grade M 20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL. |
| 98 | Road A - Box culvert at km 1/4 |
| 99 | Road A - Box culvert at km 1/8 |
| 100 | VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL - Below Sill Level. |
| 101 | Road A - Box culvert at km 1/4 |
| 102 | Road A - Box culvert at km 1/8 |
| 103 | VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL. |
| 104 | Road A - Box culvert at km 1/4 |
| 105 | Road A - Box culvert at km 1/8 |
| 106 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 107 | Basic cost of value put to tender as per estimate |
| 108 | Add GST at 18% |
| 109 | Total Value put to Tender |
| 110 | Negotiated Percentage |
| 111 | Final Negotiated Value |
| 112 | Add GST at 12% of Final Negotiated Value |
| 113 | Total Value of Contract Including 12% of GST |
| 114 | Basic cost of value put to tender as per Estimate |
| 115 | Quoted Rate in Figures (Total Value of Contract Including 12% of GST ) |
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