Highways Department-HD has published Construction Of Road Over Bridge At Km 18/4 Of Srivilliputhur –Sivakasi – Virudhunagar – Aruppukottai – Thiruchuli – Narikudi – Parthibanur Road In Lieu Of Existinglevel Crossing No.427 At Railway Km 563/100-200 In Between Sivakasi And Srivilliputhur Rail. Submission Date for this Tender is 29-04-2024. Road Work Tenders in virudhunagar Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Apr-2024 | Corrigendum -Date | Date | 29-04-2024 |
| 2 | 24-Apr-2024 | Corrigendum -Plant Certificate | Other | 29-04-2024 |
| Sl. No. | Item Description |
| 1 | Earth work excavation in all classes of soil except kankar requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL. UNDER ABUTMENTS AND PIERS LOCATION for MINOR BRIDGE |
| 2 | Earthwork excavation in all classes of HGSexcept hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our 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 standard specification for FOUNDATION OF UNDER ABUTMENTS AND PIERS FOR OPEN & PILE CAPas per section 300 of MoRT&H specification(V Revision)and Is 1200:1992 Part 1 (IVRevision) for FOUNDATION OF ABUTMENT, PIERS, RETAINING WALLS, BOX CULVERTS , FOOT PATH CUM DRAINS AND PIER PROTECTION upto 2m depth |
| 3 | Earthwork excavation in Kankar / Soft disintegrated rock not requiring blastingexcept hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our 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 standard specification for FOUNDATION OF UNDER ABUTMENTS AND PIERS FOR OPEN & PILE CAPas per section 300 of MORTH specification(V Revision)and Is 1200:1992 Part 1 (IVRevision) for FOUNDATION UNDER ABUTMENTS AND PIERS, RCC RETAINING WALL, BOX CULVERTS, FOOT PATH CUM DRAINS AND PIER PROTECTION AND MINOR BRIDGE upto2m depth |
| 4 | from 2m - 3m depth (ROB, BOX CULVERTS AND FOOT PATH CUM DRAINS) |
| 5 | from 3m - 4m depth (ROB, BOX CULVERTS AND FOOT PATH CUM DRAINS) |
| 6 | VibratedCement concrete- M15 ( Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, layingcompacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 1100 of MoRT & H specification (V Revision) for LEVELING COURSE BELOW FOUNDATION UNDER ABUTMENT PIERSAND PIERS RESTING ON SOIL. (ROB, MINOR BRIDGE, BOX CULVERTS, Jersey type MedianAND FOOT PATH CUM DRAINS) |
| 7 | VibratedCement concrete- M15 (Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, layingcompacting, curing concrete, Tools and Plants, including shuttering charges and incidential charges etc., complete as per section 1100 of MoRT&H specification (V Revision) forBASE COURSE BELOW APPROACH SLAB for ROB, MINOR BRIDGE AND RE WALL |
| 8 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and 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 ABUTMENT PIERS OF ROB |
| 9 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for FOUNDATION OF PIERS OF ROB |
| 10 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per section 1500, 1700 & 2200 MoRT&H specification (V Revision)for SUB STRUCTURE of ABUTMENT PIER (below ground level) of ROB |
| 11 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per section 1500, 1700 & 2200 MoRT&H specification (V Revision) for SUB STRUCTURE OF ABUTMENT PIER (above ground level) OF ROB |
| 12 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., completeas per section 1500, 1700 & 2200 MoRT&H specification (V Revision) for DIRT WALLOVER ABUTMENTS OF ROB |
| 13 | Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to siteand cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2200 MoRT&H specification (V Revision) for COLUMNPIERS (Below Ground level) OF ROB |
| 14 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per section 1500, 1700 & 2200 MoRT&H specification (V Revision)for COLUMNPIERS (above Ground level) OF ROB |
| 15 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500 ,1700 and 2200 of MoRT&H specification (V Revision) for CAPPING BEAMS OVERPIERS OF ROB |
| 16 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2200 MoRT&H specification (V Revision) for PEDESTALS OVER PIERS AND ABUTMENT PIER OF ROB |
| 17 | Supply and fixing of Elastomeric bearing including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications as per section 2000MoRT&H specifications (V Revisions) and IRC:83-2015 OF ROB |
| 18 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., completeas per section 1500 ,1700 and 2300 of MoRT&H specification (V Revision) for T-BEAM AND CROSS BEAMS OF ROB |
| 19 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete as per section 1500, 1700 and 2300 of MoRT&H specification (V Revision) for DECK SLAB OF ROB |
| 20 | Supplying and installation ofSTRIP SEAL EXPANSION joint system of 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MoRT&H specification (V Revision) OF ROB |
| 21 | Vibrated Reinforced Cement Concrete M40 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for Inner CRASH BARRIER as per section 811,1700 and 2703.3 of MoRT&H specification (V Revision) (ROB, RE WALL AND RCC RETAINING WALL) |
| 22 | Vibrated Reinforced Cement Concrete M 30 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLAB as per cl 1500, 1700 & 2704 of MoRT&H specification (V Revision) OF ROB AND MINOR BRIDGE |
| 23 | Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.as per section 2705 of MoRT&H specification(V Revision) OF ROB AND MINOR BRIDGE |
| 24 | Vibrated Cement Concrete M-30, Grade, Design Mix, using 25mm, 12mm and 6mm ISS HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB OF ROB AND MINOR BRIDGE |
| 25 | Supply and Fabrication of Fe-500 (HYSD) steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary 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 cl 2706of MoRT&H specification (V Revision) (ROB,RCC RETAINING WALL, BOX CULVERTS, FOOT PATH CUM DRAINS, PYLON ANDMINOR BRIDGE) |
| 26 | Supply and Fabrication of Fe-240(HYSD) steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary 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 cl 2706 of MoRT&H specification (V Revision) (ROB) |
| 27 | VibratedCement concrete- M20 (Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, layingcompacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specifications for FOOTINGS OF ABUTMENT, PIER AND WINGS BELOW SILL LEVEL OF MINOR BRIDGE |
| 28 | VibratedCement concrete- M20 (Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, layingcompacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specifications for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVELOF MINOR BRIDGE |
| 29 | VibratedReinforced Cement Concrete of grade M30 design mixusingISS 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 including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS, - |
| 30 | Providing and fixing Seepage pipes of 100mm dia of requied lengths for abutments and wings including cost and conveyance of all materials to work site andforlabour charges for fixing, etc.,to drain of the backfill as per section 2706 of MoRT&H specification (V Revision) to drain of the backfill IN THE ABUTMENTS AND WINGS (RETAINING WALL ANDMINOR BRIDGE) |
| 31 | Providing and fixing KRAFT PAPER for full width of seating of deck slab andincluding cost and conveyanceto work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete. (MINOR BRIDGE) |
| 32 | Vibrated Reinforced Cement Concrete M30 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLABS as per section 1500,1700 and 2704 of MoRT&H specification(V Revision) for DECK SLAB OF MINOR BRIDGE |
| 33 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST"s (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.(MINOR BRIDGE AND RETAINING WALL) |
| 34 | Filling behind Abutments and wings with EXCAVATED EARTH including cost and conveyance of gravel to worksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings.(RETAINING WALL) |
| 35 | Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings.(MINOR BRIDGE ) |
| 36 | Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete.MINOR BRIDGE |
| 37 | Vibrated Cement Concrete M20 grade Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPET OVER WINGS. MINOR BRIDGE |
| 38 | Provision for chipping of existing minor bridge concrete surface and roughening the existing surface |
| 39 | Dismantling existing RCC crash barrier and disposed the demantlished material including all other incidential charges etc with a lift upto 3m and lead upto 1km as per specification as per directions of departmental officers |
| 40 | Construction of RE Walls includingdesign, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facial panel (18cm thick) in M35 grade concrete including the cost of cement and aggregates at site, cost of steel, preparation of panel, storage, testing of the panel and other materials in RE wall, carry out the necessary soil investigation, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, inculding all material and labour charges and incliding all thecharges etc., for RE Wall as per Clause 3101 to 3106 and annexure to section 3100 of MoRT&H specification - V Revision. |
| 41 | Forming the embankment using carted earth having soaked CBR value not less than required including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 95% / 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MoRT&H Specifications for fillingApproach road, Service road |
| 42 | Earthwork excavation in all classes of HGSexcept hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our 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 standard specification for Box cutting inService Road, Junction Improvement and Paver Block |
| 43 | 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 charges of Tools and Plants employed and all other incidental charges as per MoRT&H specification No 401 - Grading V Materialfor approach road, service road,Junction improvements and Paver block |
| 44 | Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MoRT&H specification No 401 - Grading III Material for approach road, service roadand Junction improvements |
| 45 | Providing and laying Wet Mix Macadam Base Couse of 250mm thickness in two layers of 125mm each or else as specified on the prepared Sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified indluding mixing in Base mix plant, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and fine dressing for required grade and cross slope as shown on the drawing, equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 as directed by Engineerfor approach road, Service road,Junction improvements and PAVER Block. |
| 46 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen(SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 ofMoRT&H- V revision for approach road, service road and Junction improvements |
| 47 | Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50kg of Bitument Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRT&H - V revisionfor approach road,service road and Junction improvements |
| 48 | Providing and laying ofTack coat using Bitumen Emulsion at the rate of 2.0Kgper Ten Square Metreover the Existing BT surfacepreparatoryto another construction over it for Junction improvements |
| 49 | Providing, laying 90mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc.including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MoRTH rev-5.for approach road and junction improvements |
| 50 | Providing, laying 80mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50- 13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., completeas per MoRT&H Tehnical specification Clause 505for service road. |
| 51 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MoRT&H V Revisionfor service road. |
| 52 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MoRT&H V Revisionfor approach road and Junction improvements |
| 53 | Quarry dust filling in Below the paver block and between the kerb walls with clean good Quarry dust including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimummoisture content to get the maximum density andall incidental charges etc. complete |
| 54 | Supplying and laying inter locking rubber mould Hydraulic Pressed Paver Block83 mm thick including cost and conveyance for all other labour chargesetc., complete for Paver Block |
| 55 | Plain Cement Concrete M20(Nominal mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., completeas per MoRT&H specification(V Revision) for Sub Structures for Kerb |
| 56 | Vibrated Cement Concrete of Grade M-20, Nomional Mix, 1:1.5:3 using 20mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS. |
| 57 | VibratedCement Concrete of grade M20 Nominal Mix. 1:1.5:3, using 20mm 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 including all other incidental charges etc; complete as per relevant standard specifications for STEM OF RETAINING WALLS- |
| 58 | Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCCPARAPETS |
| 59 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for RETAINING WALL (UPTO GROUND LEVEL) |
| 60 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specification for RETAINING WALL (ABOVE GROUND LEVEL) |
| 61 | Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specification for BASE SLAB, STEM AND TOP SLAB OF BOX CULVERT and pylon. |
| 62 | Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specificationfor Base slab,Vertical wall and Cover slab for drain |
| 63 | Supplying and fixing in position of Stoneware Gully Trap with cast iron double gratings (heavy)in line with pvc pipes to drain the water including costs and conveyance of all materials to work site and labour charges for fixing and all other incidental charges etc., complete as per standardspecfication for drainage arrangement. |
| 64 | Supplying and fixing FRC cover slab of size 600mm dia including base portion in RCC cover slab,etc., as per specification at regular interval as directed by the Engineer,etc., complete |
| 65 | Vibrated Cement Concrete M25(Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specification for PIER PROTECTION AROUND PIERS (belowG.L) |
| 66 | Vibrated Cement Concrete M25(Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specification for PIER PROTECTION AROUND PIERS (above G.L) |
| 67 | Fixing of best quality ISI pvc pipes class-A 4 kg of 160 mm dia including necessary special such as elbow, tee etc,.including cutting, threading, jointing for providing bends at end and tee in the middle,including c,labour charges for fixing in position vertically in trestle portion and all other incidental charges etc complete as per IS 4985 for Deck Drainage arrangements |
| 68 | Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our 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 standard specification forof collection chamber for Deck Drainage arrangements |
| 69 | Filling with pepples of 3 to 12mm size complying with standard specification including cost and conveyance of all materials and including labour charges for laying handling and filling in layers of not more than 500mm thick complete for rain water harvesting well foundation for Deck Drainage arrangements |
| 70 | Precast Vibrated Reinforced Cement Concrete M 30 designmix using 20mm & 12mm ISS HBG graded metal including cost of cement including cost and fabrication of steel, including centering and strutting charges, including labour charges for mixing transporting, laying and curing of concrete, centre median of size 0.610m at bottom 0.250m at middle 0.150 at top and to height of 0.860m from the road level, rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire charges for tools and plants including erection and fixing 50mm dia PVC pipes fixing centre median in the road using crane and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete for New Jersy type median |
| 71 | Filling the foundation with M sand including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the foundation for Pylon |
| 72 | Brick work inCement Mortar 1:5 using best quality of II Class Ground Moulded Chamber Burnt Brick of size 9" x 43/8" x 23/4"for foundation and basement including curing, etc., complete complying with standard specifiction for Pylon |
| 73 | VibratedReinforced Cement Concrete of grade M25 DESIGN MIX using ISS size graded HBG 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,Above ground Level for Pylon |
| 74 | Providing Varagapoochu over the core wall sanavimnams/ Gopurams with cement mortar 1:3 complete including shaping the Muknapsthram, Mananagi, Kooau and all ornamental works to proper shape by embedding broken bricks snapea chiseled bricks, rough plastering with plastering with cement mortar 1:3 and finishing with final including cost and conveyance of all materials, labour therfore, lifting of materials, working at nights, curing with water etc., complete maintaining all extra foe scanolaing and maintaining clearing the debris from the Vimanams/ Gopurams of height upto 15m (excluding Kaikaram) shaping the vargans by embedding broken bricks / Snepea brick for Pylon |
| 75 | Plastering with CM 1:3, 12mm thick including cost and conveyance of all materials to site including cost of cement, including labour for mixing and laying and finishing to paint etc., complete including handling charges etc., complete as per standard specifications for Pylon. |
| 76 | Painting with multicolour (Panchavarnam) good Enamel paint complete for Virananams / Gopurams including cost and conveyance of all materials, labour charges including Arust painter, working at heights, lifting of materials, cost of brushes and all other incidental charges etc., complete melding all extra for the folding in superfical areas for Pylon |
| 77 | Providing and fixing Tabular stones of size 0.75m x 1.00m x 20mm including cost and conveyance of all materials to work site, including engraving the names as specified by the departmental officers and labour chrarges for fixing and all other incidental charges etc., complete as per specifications for Pylon |
| 78 | Making TamilNadu symbol in circular Masonry 100 mm thick and 650mm dia with inscriptions and temples and other relief and writing in words the tamilnadu Government and its motto including cost of materials, special chemicals for quicksetting Artitic Mason charges, staging, thatched roofs for the work etc., complete on both sides.(as per quotation of artistic mason)for Pylon |
| 79 | Providing Painting Painting two coat withready mixed plastic emulsion paintand approvedpriming coat over the cement surface complete including scrapping clean removal of dirt parts for crash barrier, safety kerb, hand rails, bridge bottom sides, deck slab bottom, abutment, return walls and retaining wall sides with approved quality and colour including cost and conveyance of all materials to site , labour charges etc. complete as per standard specifications including scoffolding charges |
| 80 | Painting two coat withready mixed plastic emulsion paintand approved including priming coat over the cement surface complete including scrapping clean removal of drit of parts and for zebra marking .and other colours of ROB AND PAVER BLOCK |
| 81 | Stucco plastering 12mm thick using blue granits chips of size 6mm and below a base course plastering with cm 1:5 12mm thick including cost and conveyance of all materials to site , including cement and handling charges for the same and all labour charges for mixing , laying , curing with all leads for soft water and hire and fuel charges for all tools and plants required and all other incidental charges etc.,comple for standard specification |
| 82 | Providing Road Furniture for Main work, Junction Improvements Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bead @ 250 grm.per sqm. Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and free streaks and holes etc., complete.as per MoRT&H specification No.383 |
| 83 | Providing and fixingreflectiveRoad Stud of "catagory A"Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS Moulded bodyconfirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal friction of the light entering the lens face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH Circular No.RW/NH.33023/10/97-DO.III Dated 11.06.97 and the length, height,and width of the body shall not be less than15mm ,90 mm and 100mm andthe minimum reflective area of 13 Sq.Cm on each side and the slope to the base shall be 35+/- degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular.The strength of detachment of the integrated cylindrical shanks,(of diameter not less than 19+/- 2mm and height not less than 30+/-2mm) from the body is to be a monimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside , without nails and using epoxy resin based adhesives as per manufacturer"s recommendation and complete as directed by the enginner. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc., complete |
| 84 | Providingand fixing ofRigid Median Marker double sided madeof tough, highimpact resistant,injection moulded,thermoplastic body with an isosceles trapezoidal structure of length,width and height not less than 15cm,10cm and 10 cm respectively and thickness not less than 1.80mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for moulding the median marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value and subjected to accelerated weathering for 1000 hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection moulding processs. The median marker shall have rectangular shaped , fluourescentthe ground level to the bottom of sigm board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmlyfixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 and ASTM D4956-09 type XI specifications reflectivity values.The retro reflective sheeting shall be both sides of the median marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism,sheeting damage, etc. The median marker shall be fixed by a combination of epoxy adhesive and grouting. |
| 85 | Providing and fixing of Retro Reflectorised Cautionary boards, mandatory and informatory signs (with or without definition board) made out of HIgh intensity Prismatic Grade sheeting confirming to IRC 67-2010 and ASTM D 4956 - 09, Type IV Specification and fixed over 1.50 mm thick aluminium sheet fixed angle and supported on a mild steel angle iron post 75 mm X 75 mm X 6mm firmly fixed to the ground by; means of properly designed foundation with M 15 grade cement concrete 45 X 45X 60 cm, 60 cm below G.Letc complete including 7 year warranty for the Retro Reflectove Sheeting as per clause 6.9 of IRC 67: 2010 Specification.(as per MorT & H specification No. 801)(Item No. 3(A) of minutes 169 of the meeting of BOE) (A) Retro - Reflectorised Traffic signs (withoutdefinition board) i) 60 cm Speed limit board |
| 86 | 60 x 45 cm Chevrons @ bund (sivakasi side) |
| 87 | 90 cm Equilateral triangle |
| 88 | Providing and erecting direction and place identification retro reflectorised sign as per IRC 67-2010 made of Hgh intensity Grade vide Clause 801.3 fixed over Aluminium sheeting, 1.50fixed on back supporting frame and supported on a mild steel single angle iron post 75 mm X 75 mm X 6 mm 2 Nos. firnmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 60 cm below ground level as per approved drawing. (Item No. 4 of minutes of 169 of the meeting of BOE)(Item No. 4(1) of minutes 169 of the meeting of BOE) A) Sign board made of Retro Reflective Type IV sheeting, ASTM D 4956 Specification. more than 0.9 Sqm (1.2 X 0.9): |
| 89 | HAZARD MARKER BOARD:Providing and fixingof retro – reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic Grade sheeting conforming to Type IV standards of IRC 67:2012 and ASTM D 4956,-09, specification and fixed over 2mm thick aluminum sheet fixed over back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.6m below ground level. the sign post should be painted as perIRC 67:2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60cm size including cost and conveyance of all materials, equipment,machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity retro reflection as per Table 6.6 of IRC 67-2012. the retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and certified copy of three years outdoor esposure report shall be obtained as per IRC 67:2012 (As per MORT&H specification No.801) 30cm x 90cm Rectangular sign board |
| 90 | Solar Raised Pavement Marker / Solar Road Stud: Supplying and fixing of solar raised pavement markerrs made of poly carbonate molded body, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatice lens capable of providing total intennal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 type H. The product should be resistant water ingress according to IP 65 standards category 2 and should fixed and temperature in the range of-7 C to 70 C. Flashing rate and colour of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro ampere in sleeping charge mode to enhance Product life and a single charge should provide a minimum autonomy of 50 hours the height with and length shall not be less than 10mm x 100mm x 100mm. fixing will be by drilling holes on the road for shanks to go inside without Nails and using epoxy resin based adhesive as per manufacturer"s recommendations and complete as directed by engineer. Warranty certificate and test reports confirming to compressive strength as per morth circular shall be obtained from he manufacturer and submitted to engineer in charge. Two years warranty certificate for solar RPM for the quantity installed and a certified copy of test report from an independent test laboratory confirming to water Ingress be obtained from the manufacturer by the contractor and submitted to the engineering charge |
| 91 | Providing and fixing of retro reflectorised overhead cantilever informatory sign made of cube corner microprismatic grade sheeting conforming to type XI standards of IRC 67-2012 and ASTMD 4956-09 specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame mild steel L angle of size 50 mm x 50 mm x 6 mm. The Vertical support post for the installation of overhead sign Gantry shal be made of 300 NB (nominal bore) MS pipe with 12 mm thick with the ground clearance of 6 m along with 80 NB (nominal bore) MS pipe with 4 mm thick and 40 NB (nominal bore) MS pipe with 3.20 mm thick support post. MS Base plate of size 1200 mm x 1200 mm x 25 mm and MS top plate of size 500 mm x 1650 mm x 16 mm to be used to hold the sign board at the top and bottom respectively. MS stiffiner plates 8.00 mm thick of sizes 420 x 420, 682x420, 288x 288, 288x 927 and 44x130 are to be used. Anchor bolts of dimension 25 mm dia and 1000 mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of coefficient of retro-reflection values against the value as mentioned in table 6. of IRC 67-2012.The latex printer used for Digital Printing should use inks with the low VOC emissions and have Green guard, Eco logo certificates ask per UL 2801 standards. The retro reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MoRT&H specification number 801). cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials equipments, machineries to work site, including all labour charges for fixing the gantry in position with all leads and lifts loading charges and necessary for satisfactory completion of the work of directed by the engineer-in-charge etc., complete. |
| 92 | Providing and fixing of Retro Reflectorized Sign Boards made out of cube corner micro prismatic grade Fluorescent Colouredting of Type -XI standards of IRC 67-2012 and ASTM D 4956-09 specification, Digitally Printed using latex printing for traffic, colour, text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50xx6mm mild steer L angle and suppoorted on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation.The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level.The sign post shoould fbe painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation withM15 grade cement concrete of sixe 450x450x100mm including cost and conveyance of all materials, equipmen, machineries to worksite, including all labour charges for fixinmg the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., completed.The Micro prismatic Fluorescent Coloured sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be ob tained as per IRC 67-2012. The warranty shall be inclusigve of digitally printed test/legens and their bonding to the retro-reflective sheeting (as per MoRt &H specification no.801).The Latex printer used for digital printing should have inks of low VOC emissions and have green guard, eco logo certificates as per UL2801 standards of size-3.64mx2.42m. |
| 93 | Providing GI pipe of 65mm dia. Over Crash Barrier including cost, labour for fixing and other pipe specials and brackets, base plate etc., complete as per MoRT & H No. 2700. |
| 94 | Disposal of Surplus Earth Disposal of excavated earth by transfer with a lead of 10 km away from worksite as directed by the departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete. |
| 95 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 96 | Sub Total Amount for above all items |
| 97 | GST 18% for the above SubTotal Amount |
| 98 | Total in Figures (SubTotal + GST) |
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