Ministry Of Road Transport And Highways Tender
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The MORTH has issued a formal invitation for competitive bids for the Ministry Of Road Transport And Highways project, for Tender Notice No. 14/hdo/nh/2024-25/dated 21.03.2025 in Tiruvallur, Tamil Nadu, with an estimated contract value of Rs. 7,41,67,000. The bid opening date for this tender is 24-03-2025 and the last date for bid submission is 24-04-2025. Interested bidders for Ministry Of Road Transport And Highways tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Mar 2025
Closing Date24 Apr 2025
Tender Amount₹ 7,41,67,000
AI Insights
Technical
Technical
Financial
Bid Capacity
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The formula for assessed available bid capacity is (A x N x 2-B), where A is the maximum value of construction works executed in any one year during the last five years, B is the value at the current price level of existing commitments and ongoing works to be completed during the next 540 days, and N is the number of years prescribed for completion of the works.
Technical Capacity
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The important information given under the technical capacity header that is specifically related to prior work experience includes: * Details of experience in Mechanised granular pavement construction
* Details of experience in construction of asphaltic overlays
* Details of experience in construction of Bridge works
* Details of experience in construction of Bridge Work’s in Open Foundations & Pile foundations
* Annual value of construction works undertaken for each of the last five years, and projected for the current year
* The tenderer's experience in similar types of work, with details such as: + Value of the total contract (at completion, or at the date of award for the current contract) + Date of award (original and actual) + Date of completion (original and actual) + Contract duration (years and months) + Quantities of major items of work
* The engineer-in-charge of the work, with their name and professional qualification
* Information on penalties, fines, stop-notices, compensation, or liquidated damages imposed, including the amount and explanation if applicable
* Details of current work in progress, including the value of current outstanding payables
* Provisional program for completion of various activities
* Specify quantities of following Major items of work * Name and Professional qualification of applicant’s Engineer-in charge of the work * Contract duration (Years and Months) * Value of the total Contract (at completion, or at Date of Award for current contract) Values like amount mentioned under the same header include:
* Value of the total Contract (at completion, or at Date of Award for current contract)
* Annual Turnover Data (Construction Works Only) with specific years and corresponding turnover amounts in Indian Rupees
* Rs.75.00 Lakhs and above for contractors registered under Class I in the Highways Department, Government of Tamil Nadu
* Rs. 296.67 Lakhs as minimum requirement for average annual turnover
* Rs.741.67 Lakhs as bid capacity to execute the work
* Rs. 5000/- per month for Diploma holder and Rs. 10,000/- per month for degree holder as penalty
* 2% of Tax Deduction at Source on GST
* 2.5% withheld amount retained for 6 months after the date of completion of work
* 2 1/2 % of the total value of work done retained by the department for major works
* 2 1/2 % of the total value of work done retained by the department for minor, major bridge, culvert, retaining wall, and drain works or structure involved road works
* 40% of the value of contract applied for over the last five years Percentages mentioned under the same header include:
* 40% of the value of contract applied for over the last five years
* 2% of Tax Deduction at Source on GST
* 2.5%
* 2 1/2 %Similar work or eligible projects mentioned include: 1. Mechanised granular pavement construction
2. Construction of asphaltic overlays
3. Construction of Bridge works
4. Construction of Bridge Work’s in Open Foundations & Pile foundations Additionally, specific quantities of works are provided:
- Earth work / Embankment: 954.64 Cum
- GSB/Gravel Soiling: 284.18 Cum
- WMM/WBM: 319.46 Cum
- BM/DBM: 95.12 Cum
- SDBC/BC: 66.96 Cum
- Steel: 74.984 MT
- CC/VCC/VRCC: 945.68 Cum The applicant should have successfully completed at least one contract (Highway Road and/or Bridge works/Airport Contract) of at least 40% of the value of proposed contract in any one year within the last five years, with a value of Rs. 296.67 Lakhs. The bid capacity to execute the work should be greater than Rs.741.67 Lakhs, and the average annual turnover should be 40% of the value of contract applied for, with a value of Rs. 296.67 Lakhs. Also, the required liquid assets or credit facilities should be at least 10% of the contract applied for, with a minimum of Rs.74.16 Lakhs.
Costs
EMD
₹ 3,82,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Tender Notice No. 14/hdo/nh/2024-25/dated 21.03.2025
Description
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Contact
Tender Id
2025_MoRTH_854161_1Bid Award Id
ViewTender No
TN.No.14/2024-25/Dated 21.03.2025Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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Construction of granular sub-base Gr V 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
320.9
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Vibrated Cement Concrete M30 (Design mix) 75mm uniform thick with surface reinforcement using 20mm,12mm, 6mm ISS HBG graded metal, including cost and conveyance of all materials to work site, cost of cement at site, but excluding cost and fabrication of steel but including formwork, labour charges for mixing, laying, curing concrete, hire charges for tools and plants, including all leads for softwater, and all other incidental charges, cost of premoulded expansion joints and fixing the same in position etc, complete for WEARING COAT over DECK SLAB and APPROACH SLAB as per cl 2702.2 of MORT&H specification (V Revision).
832
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Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of DIVERSION road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)
1890
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete, as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for SUB STRUCTURE - PIERS.
25
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pallipet side
11.74
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PROVISION FOR RCC RETAINING WALL
-
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Plain Cement Concrete of Grade M-15, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW THE FOOTINGS OF RCC RETAINING WALLS
-
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Supply and fixing of High Quality of PVC pipes of 160mm dia. Including cost and conveyance of pipes to the site and fixing in position to prpoer grade and level, including labour charages for fixing and including all other incidental charges etc complete., for providing utility pipes in
666
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90cm high octagon
2
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of form work, soft water, 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 section 1500, 1700 & 2200 of MORT&H specification (V Revision) for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.
24
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Providing and fixing of G.I DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc, complete as per section 2705 of MORT&H specification (V Revision).
48
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Earthwork excavation in soft disintegrated 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 for FOUNDATION OF RETAINING WALLS .
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Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE RETAINING
-
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Providing, laying 50mm consolidated thick Dense Bituminous Macadam Gr-II using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40Grade 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 work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
94.5
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Tiruthani side
11.68
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PROVISION FOR APPROACH ROAD
-
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Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification.
150
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Vibrated Reinforced Cement Concrete M30 Design Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS .(Bellow sill Level)
-
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Granular Sub-base with Graded Material (Table:- 400-1) - Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory 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 of MORTH Rev-5
1302.55
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Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
1302.55
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Providing, laying 110 mm consolidated thick Dense Bituminous Macadam Gr I using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min 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 75 mm 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 allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of
143.29
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete, as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for SUB STRUCTURE - ABUTMENT and RETURNS.
178
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Tiruthani side
196.8
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Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 - 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 . ( as per MoRT&H Specification No.801)
-
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Vibrated reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including form work, labour charges for mixing, laying, curing concrete, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MORT&H specification (V Revision).
16
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PROVISION FOR DIVERSON ROAD
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Laying and fixing 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification.
150
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pallipet side
58.5
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pallipet side
196.8
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Providing laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using using 0.0162cum of 13.20-11.20mm,0.1404cum of 11.2-5.6mm,0.0729cum of 5.602.80mm,0.0405cum of 2.80mm and below (TypeB) graded HBGmetalusing19kg of VG30bitumen for10sqm including premixing at CMP, conveyance by tipper lorry, laying by paverfinisher and rolling byVibratory Roller including cost and conveyance of all materials, hirecharges of all T&P all labourcharges, fueland andall other incidental charges etc.,Completeas per specification using CMP as per clause 508 of MORTH Rev-5
1890
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Compacted Cement Concrete M15 (Nominal mix) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,cost of formwork, including all labour charges for mixing, transporting, laying, compacting, curing concrete with all leads for soft water and hire charges for Tools and plants including all other incidental charges, etc., complete,as section 1500, 1700 & 2704 of MORT&H specification (V Revision) For BASE COURSE below Approach Slab and Footpath ramp.
14
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pallipet side
75.33
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-
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Earth work excavation in all classes of soils/ soft disintegrated rock and soft rock not requiring blasting and depositing on bank,with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds wherever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO SILL LEVEL
504
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Tiruthani side
13.12
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90cm Eq triangle
2
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Dismantling salvaging and removal and disposing of resulting materials etc.,For RCC pipe 900mm dia
112.5
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete as per section 1500, 1700 & 2100 of MORT&H specification (V Revision) for FOOTING OF PIERS, ABUTMENTS AND RETURNS.
437
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Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for pre mixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in centralhotmix plant 20-30ton 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 8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/ 9m paver finisher, Vibratory/ Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per
129.59
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Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site, formwork and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights., soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for PEDESTALS OVER PIERS AND ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H specification (V Revision).
4
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Supply and fabrication of Mild steel Grade-I required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including lapping to the required length wherever necessary and providing to the reinforcement, 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 section 1009.3 & 1600 of MORT&H specification (V Revision).
6
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Providing and laying Carted Earth with an average lead of 10.00Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting using power roller, tamping, ramming under optimum moisture content to obtain the maximum density including hire and fuel charges for water sprinkler, power roller and all other incidental charges etc. complete as per standard specification - 95% as per MORT&H No.305 (vth rev)
5193
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Painting two coats with ready mix Plastic Emulsion Paint using first quality plastic enamal paint over the priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, preparing the surface, painting and curing etc.. complete.
725
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Vibrated Reinforced Cement Concrete M30 Design Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS .(Above sill Level)
-
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-
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pallipet side
105.92
-
-
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Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
1932
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60cm Circular Board
6
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GST @ 18% of above all Schedules (in figures)
1
-
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Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2300 of MORT&H specification (V Revision) for DECK SLAB.
448
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DISMANTLING EXISTING STRUCTURES
-
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-
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of Low berms with conveyance - Lead for Carted Earth: 5
581.12
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Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms 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 holes etc., complete as per MoRT&H specification No.803
225.28
-
-
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Supply and fabrication of Fe-500D (HSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 section 1009.3 & 1600 of MORT&H specification (V Revision).
167
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(60X45 Rectangular)
4
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-
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,For Plain Cement Concrete.
384.38
-
-
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Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro -reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. ( as per MoRT&H Specification No.801) (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications)
4.32
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Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of DIVERSION road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H
1890
-
-
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Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 - 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. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular
4
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pallipet side
7.39
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-
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,For Stone masonry in cement mortar.
598.58
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-
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Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)
32
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Tiruthani side
58.5
-
-
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of approach Road with conveyance - Lead for Carted Earth: 5 (Formation of approach using carted earth of CBR Value = 8, unit wt of soil= 18 KN/m3)
1741.48
-
-
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Supplying and Fixing of ELASTOMERIC BEARING of size 500x400x96mm as shown in drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MORT&H specification (V Revision) and as per IRC 83 (Part-II)
614400
-
-
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, 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 section 1500, 1700 & 2200 of MORT&H specification (V Revision) for CAPPING BEAM OVER PIERS.
79
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Vibrated reinforced Cement Concrete M30 (Design mix) using ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for HANDRAILS and POSTS as per section 2703-3 of MORT&H Specifications (V Revision).
208
-
-
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FILLING BEHIND ABUTMENTS AND RETURNS with clean gritty free draining gravel with an angle of internal friction (PHI value) more than 35°, 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 and lifts for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014.
313
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-
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Supplying and installation of STRIP SEAL EXPANSION joint system confirming to specifications for road and bridge works in the 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 labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MORT&H specification (V Revision)
60
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-
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Providing and fixing Class 1 PVC seepage pipes (Weep holes) of 100 mm dia of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per Section 2706 of MORT&H Specifications (Fifth Revision)
70
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-
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Construction of granular sub-base Gr III 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
200.56
-
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Compacted Cement concrete of grade M15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 2100 of MORT&H specification (V Revision) for LEVELLING COURSE below foundation of Abutments & Piers.
35
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-
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Vibrated Reinforced Cement Concrete M40 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing ,transporting, laying, curing concrete, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for INNER CRASH BARRIER OVER DECK SLAB & OUTER CRASH BARRIER OVER RETURN WALLS as per Sections 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision).
63
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-
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Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of
-
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Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in height(including shank height), 12.5 Cm in width.,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retro-reflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer
40
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Painting two coats with approved Cement Paint over the priming coat surface using first class cement paint over the cement plastered surface including cost and conveyance and all labour charges for cleaning, preparing the surface painting and curing all etc., complete.
1787
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Providing FILTER MEDIA behind Abutment and returns for 600mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including hire charges of tools and plants employed and all other incidental charges, etc complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014.
121
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Sub Total Bid Price (in figures)
1
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PROVISION FOR PAINTAING THE BRIDGE
-
-
-
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Earth work excavation in all classes of soils except hard rock, including soft disintegrated rock/ weathered rock not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, FOR FOUNDATION UNDER ABUTMENTS AND PIERS as per Section 300 of MORT&H specifications (V revision) (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1)
1489
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for FOOTPATH RAMP as per 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision)
10
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Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing transporting, laying, curing concrete, vibration charges,working at at heights , soft water and hire chargesfor tools and plants, including all other incidental charges etc, complete as per relevant standard spectification for T-BEAMS and CROSS BEAMS as per section 1500, 1700 & 2300 of MORT&H specification (V Revision).
372
-
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Diversion road as per clause 406 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,406,900)
473
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Tiruthani side
66.72
-
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant,conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
325.65
-
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of approach Road with conveyance - Lead for Carted Earth: 5 (Formation of approach using carted earth of CBR Value = 8, unit wt of soil= 18 KN/m3)
937.7
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Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete
1
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Supply and fabrication of Fe-500D (HSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 section 1009.3 & 1600 of MORT&H specification (V Revision).
-
-
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Tiruthani side
105.92
-
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ROAD FURNITURE WORK
-
-
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Tiruthani side
7.07
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Construction of Granular Sub-Base Grade V of 100mm thick 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 for formation of Diversion road as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)
189
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Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
240
-
-
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