Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Bridge Construction
Road Construction
Eprocure
Opening Date30 Apr 2025
Closing Date3 Jun 2025
Tender Amount₹ 11,82,86,000
Technical
Technical
Financial
Bid Capacity
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The formula for bid capacity is: Assessed available bid capacity = (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 current price level of the 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 for which the bids are invited.
Technical Capacity
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The important information given under the technical capacity header, which is specifically related to prior work experience, includes: * The applicant's experience in similar type of work, which is considered as prior work experience.
* The annual value of construction works undertaken for each of the last five years, with values to be provided for both home and abroad.
* The projected figure for the current year, which shall be arrived at by applying the indexing factor.
* The net profit before and after tax for the current period, during the last financial year, and during each of the four previous financial years.
* The projected net profit for the next two years.
* Value of the total Contract (at completion, or at Date of Award for current contract)
* Date of Award (Original and Actual)
* Date of completion (Original and Actual)
* Contract duration (Years and Months)
* Specify quantities of following Major items of work
* Name and Professional qualification of applicant’s Engineer-in charge of the work
* Were there any penalties / Fines / Stop-Notice Compensation / Liquidated Damages Imposed? * If yes, give Amount and Explanation * Value of Contract in Indian Rs.
* Value completed and certified in Indian Rs.
* Original Date of Commencement of work
* Original Target date of completion of work
* Actual date of start work
* Revised Target date of completion of work
* Present Progress (%) * Reason for slow Progress if any Values and percentages mentioned under the same header include:
* Indexing factors for the current year and the previous four years: 1.00, 1.10, 1.21, 1.33, and 1.46, respectively.
* Rs.118.29 Lakhs (10% of the contract value)
* Rs.1182.86 Lakhs (total estimated cost of the works)
* 10% (rate of inflation per year)
* 10% (minimum working capital required)Similar work or eligible projects mentioned in the technical capacity experience include:
- Highway Road and/or Bridge works
- Airport Contract
Minimum quantities of works completed in one year during the last five years are:
I. Earth work / Embankment: 6324.24 Cum
II. GSB/Gravel Soiling: 1185.59 Cum
III. WMM/WBM: 1101.28 Cum
IV. BM/DBM: 854.688 Cum
V. SDBC/BC: 484.108 Cum
VI. Steel: 68 MT
VII. CC/VCC/VRCC: 1067.66 Cum
Bid capacity to execute the work should be greater than: Rs.1182.86 Lakhs No specific percentage mentioned for the overall project, but a milestone is given: 25% of the work should be completed by the 135th day (Milestone-I) Additionally, similar works or eligible projects mentioned in the technical capacity experience include:
- Works similar to Widening from 2L to 2LPV and Improvement at km 7/0-10/0 of Tirupattur – Singarapet Road including Reconstruction of High Level Bridge at km 9/10 (SH-18A)
- Road and bridge construction projects
- Projects with values: - Up to Rs.2.00 Crore - Above Rs.2.00 Crore up to Rs.10.00 Crore - Above Rs.10.00 Crore up to Rs.50.00 Crore - Above Rs.50.00 Crore up to Rs.100.00 Crore - Above Rs.100.00 Crore up to Rs.200.00 Crore - Above Rs.200.00 Crore For specific project values, experience requirements are given for Civil Engineering degree and diploma holders.
Costs
EMD
₹ 6,10,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Widening from 2L to 2LPV and improvement at km 7/0-10/0 of Tirupathur – Singarapet
Description
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Contact
Tender Id
2025_MoRTH_858381_1Tender No
TN.02/HDO/NH/Dt.28.04.2025Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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Providing and fixing weep holes with Class 1 PVC seepage pipes of 100 mm dia of required lengths for abutments and wing walls including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per Section 2706 of MORT&H Specifications (Fifth Revision)
192
268
51552
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Providing and laying Tack Coat over Cement Concrete surface using 3.00 Kg of Bitumen 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 perClause 503 of MORTH Rev-5
36.66
27
1019.15
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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
48
6500
312000
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Approach road for Reconstrucion of High level Bridge at km 9/10 (3x21.0m)
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-
-
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Supply and fabrication of Fe-500D) Steel required for ail RCC items of works involved in the schedule, mcluding cost of steel at site and cont of fabrication Labour charges for cleaning the rode straightening.cutting.hending.tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specifiert in the drawings inchiding cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc, complete as per section 1600 of MORT&11 Specifications (Revision)
152
95610
14532720
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Supply and fixing of Elastomeric bearing of size 60 x 50 x 12.8 cm 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 Specifications (Fifth Revision) and IRC:83-2018 (Part-II)
460800
1
815616
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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, 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 T-BEAMS and CROSS BEAMS as per Sections 1500,1700 & 2300 of MORT&H Specifications (Fifth Revision)
297
11882
3528954
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Dsiamntling the Existing High-Level Bridge at Km 9/10 (SH- 18A).
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-
-
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method: Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for grading- III Material
837.28
1747
1463163.55
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Providing and laying 50 mm thick Bituminous Macadam using course aggregate and VG 30 Bitumen which shall consist of construction in a single course base/binder course confirming to the specification on a previously prepared base (using Mini Mix Plant and Power Roller) including cost of material,labour charges,rentals for machinary,fuel and all other incidental charges etc.,complete as per clause 111,112, 501, 504 & 900 of MORTH Rev V etc.,complete by Mix in Place Method using Mini Hot Mix Plant for Patch works
1
-
-
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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.
12
574
6895.8
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Providing, laying 100 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 MORTH rev-5.
265.5
10206
2709929.3
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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 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)
1
-
-
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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 formwork, 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 DECK SLAB & FOOTPATH as per Sections 1500,1700 and 2300 of MORT&H Specifications (Fifth Revision).
313
10162
3180706
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Earthwork excavation in all classes of soils except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labourcharges, materials, tools, equipment sand all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing including conveyance of cut earth away from the site with average lead
1421.15
123
175170.95
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Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 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+/- 2 mm) from the body is to be a minimum 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 adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete
980
480
470400
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Bituminous Concrete (Table 500-17) - Providing and laying Bituminous Concrete with Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects (MORT&H Nos. 111, 112, 501, 507 & 900) - Grading II.
1.83
12133
22204.85
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Earth work 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, equipment and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstruction, trimming of bottom of excation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification . For embankment / sub grade
1223.34
218
267458.82
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Box Culvert at Km 9/4
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-
-
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Box Culvert at Km 7/8
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-
-
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Providing and laying Tack Coat over Cement Concrete surface using 3.00 Kg of Bitumen 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 perClause 503 of MORTH Rev-5
36.66
27
1019.15
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Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete as per MORT&H Nos. 111, 112, 1000, 1500, 1700, 2200 & 900 for wing wall and parapet wall (With Centering).
58.92
8255
486419.95
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Dismantling - Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling RR Masonry MORTH No. 111, 112, 202
16.69
283
4725.61
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Compacted Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing Concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB & FOOTPATH RAMP as per Sections 1500,1700 & 2704 of MORT&H Specifications (Fifth Revision)
17
6600
112200
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Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works published by Ministry of Surface Transport(Roads Wing) 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 cost and conveyance of all materials, cost of testing as per the MORT&(H) specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per Section 2600 of MORT&H Specifications (Fifth Revision).
60
13981
838860
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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, hire charges for tools and plants including all other incidental charges, etc. complete for ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision)
305
9461
2885605
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Plain Cement Concrete M-15 Grade 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 for LEVELLING COURSE BELOW BASE SLAB OF CULVERT - Without Centering.
12.9
5957
76845.43
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km 8/0 -9/0
17.48
8648
151170.54
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Plain Cement Concrete M-15 Grade 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 for LEVELLING COURSE BELOW BASE SLAB OF CULVERT - Without Centering.
12.9
5972
77050.67
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90 cm High octagon
3
9976
29928
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Vibrated Reinforced Cement Concrete M25 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for laying, compacting , curing including all incidental charges etc., complete as per MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900 - For BOTTOM SLAB OF BOX CULVERT, STEM & COVER SLAB.
57.04
12385
706479.19
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Supply and fixing of High Quality of PVC pipes of 150mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for providing utility pipes in footpaths
420
434
182574
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Road Furniture
-
-
-
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Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts 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, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304.(Depth upto 3.0m) for Foundation of Toe walls of CONICAL REVETMENTS.
62.66
123
7723.47
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Supply and fabrication of steel Grade Fe-500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900.
4
95609
382437.08
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Box Culvert at Km 7/2
-
-
-
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Providing and laying Tack Coat over Cement Concrete surface using 3.00 Kg of Bitumen 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 perClause 503 of MORTH Rev-5
36.66
27
1019.15
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Bituminous Concrete (Table 500-17) :Providing and laying bituminous concrete of required thickness with central hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 111,112,501,507 & 900 of MORTH vth Revision complete in all respects - Grading II
1125.13
12133
13652102.39
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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.111,112,501,505 & 900 - Grading II
987.76
11079
10943906.68
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Bituminous Concrete (Table 500-17) - Providing and laying Bituminous Concrete with Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects (MORT&H Nos. 111, 112, 501, 507 & 900) - Grading II.
1.83
12133
22241.26
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Compacted plain cement concrete of grade M35 ((Design mix)) using 20mm ISS IIBG graded metal, Including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as balling out water, maintaining protective bunds, cofferdams, shoring. structting etc., complete as per relevant standard specification, for LEVELLING COURSE UNDER FOOTINGS IN ABUTMENTS & PIERS as per Sections 2100 of MORT&H Specifications (V Revision).
42
9103
382326
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Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of walls RCC by mans of manual / by using deploying machineries etc complete
141.51
4308
609724.14
... More
Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1) per10 sqm 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 per Clause 502 of MORTH Rev-5
8372.82
84
703484.34
... More
Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork,soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENT & RETURN WALLS as per Sections 1500, 1700 & 2100 of MORT&H Specifications (Fifth Revision)
420
9362
3932040
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Bituminous Concrete (Table 500-17) - Providing and laying Bituminous Concrete with Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects (MORT&H Nos. 111, 112, 501, 507 & 900) - Grading II.
1.83
12133
22241.26
... More
Vibrated Plain Cement Concrete of grade M20 Nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in
position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as maintening of protective bunds, cofferdams, shoring, strutting etc., complete, as per relevant standard specifications MORT&H specifications 1000&2100. For TOE WALLS OF CONICAL REVETMENTS.
38.56
7926
305626.56
... More
Supply and fabrication of steel Grade Fe-500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900.
4
95609
382437.08
... More
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete as per MORT&H Nos. 111, 112, 1000, 1500, 1700, 2200 & 900 for wing wall and parapet wall (With Centering).
58.92
8239
485482.53
... More
Dismantling - Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Plain cement concrete. MORTH No. 111, 112, 202
62.03
486
30158.99
... More
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision - Over bituminous surfaces
30
27
834
... More
Providing and fixing of G.I. Drainage spouts 100mm dia asper Government of Tamil Nadu, Highways Department, 'Standard Plans for Highway Bridges - Volume VIII - 2024' DRG. No. 3LIF/MISC (Miscellaneous items) 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 Specifications (Fifth Revision).
24
2498
59954.4
... More
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)
23
4316
99268
... More
Filling behind Abutments and Return walls as per Appendix 6 of IRC: 78-2014 with filling material having Ø value more than 35° free from cohesion, including cost and conveyance 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
500
315
157500
... More
Manufacturing and fixing cement concrete blocks of size 250 x 250x 150 mm in CC 1:2:4, nominal mix (M15) using 20mm ISS size HBG metal including cost and conveyance of all materials to worksite and cement site including conveyance and handling charges for the same at both ends, including all other incidental charges, etc.,, complete for REVETMENTS.-1Sqm
278.52
1016
282976.32
... More
Supply and fabrication of steel Grade Fe-500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900.
4
95609
382437.08
... More
Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.111,112,501,505 & 900 - Grading I
837.28
10206
8546024.86
... More
Earthwork excavation in all classes of soils except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labourcharges, materials, tools, equipment sand all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing including conveyance of cut earth away from the site with average lead
5485.48
123
676140.26
... More
Dismantling existing Cutstone /RCC cover slabs including all labour and other incidental charges etc., complete
4.08
512
2092.75
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tippertosite, laying in uniformlayers using pavers in SubBase / Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labourcharges, rentals formachinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
2093.2
2117
4431953.29
... More
Earth work excavation in Soil and depositing on bank, with all leads and lifts, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUTMENTS & PIERS as per Section 300 of MORT&H Specifications (Fifth Revision)
560
447
250544
... More
Vibrated reinforced cement concrete of grade M30 (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 including cost of form work, labour charges mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for APPROACII SLAB as per Sections 1500,1700 & 2704 of MORT&H Specifications (Fifth Revision)
23
9085
208955
... More
Providing and laying Tack Coat over WBM / WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to an other bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
8372.82
19
165363.2
... More
90cm Eq triangle
20
6900
138000
... More
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method: Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for grading- V Material
1255.92
1658
2083131.71
... More
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
12
4000
48000
... More
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision - Over bituminous surfaces
19754.97
27
549188.17
... More
Earth work 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, equipment and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstruction, trimming of bottom of excation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification . For embankment / sub grade
2671.83
218
584142.19
... More
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
14355
62013.6
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
100242104
-
... More
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 Specifications (Fifth Revision) for CIRCULAR PIERS
27
17010
459270
... More
Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material as per Appendix 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014
170
1203
204510
... More
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
387.01
1747
676307.72
... More
Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm 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 INNER CRASH BARRIER OVER DECK SLAB AND CRASH BARRIER OVER RETURN WALL as per Sections 811,1700 &2703.3 of MORT&H Specifications (Fifth Revision).
40
15942
637680
... More
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
2640
19
52140
... More
Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water,labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per Sections 1500, 1700 & 2100 of MORT&H Specifications (Fifth Revision)
205
9282
1902810
... More
Dismantling - Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Plain cement concrete. MORTH No. 111, 112, 202
63.01
486
30635.46
... More
Plain Cement Concrete M20 Nominal/Design mix, using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for Levelling course below foundations complete as per relevant MORT&H specifications 1000&2100. for foundation of TOE WALLS OF CONICAL REVETMENTS.
6.96
6179
43005.84
... More
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 in approach portion as per 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision)
9
9514
85626
... More
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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 MORTH Nos. 111, 112 & 304 - For foundation of dressing the BED Level.
245.6
289
71069.27
... More
Providing and laying Bituminous Concrete to 30mm 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 specification using CMP as per clause 507 of MORTH Rev-5
79.65
12133
966457.17
... More
Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of walls stone masonry in cement mortar walls etc complete
287.46
283
81391.42
... More
Providing River training Works:
-
-
-
... More
Vibrated reinforced Cement Concrete M35 (Design mix) using 20mm 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 BED BLOCK CUM DIRTWALL AND PEDESTAL OVER ABUTMENTS as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision)
33
14177
467841
... More
Earthwork excavation in all classes of soil and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges 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 DRESSING THE BED UP TO SILL LEVEL.
1300
123
160238
... More
GST 18% for above SubTotal Amount
1
18043578
18043578.89
... More
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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 MORTH Nos. 111, 112 & 304 - For foundation of dressing the BED Level.
180.4
289
52202.35
... More
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 formwork 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 CAPPING BEAM AND PEDESTALS OVER PIERS as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision)
45
14621
657945
... More
60 cm Circular board
12
6283
75396
... More
Providing compaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, watersprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms.(Labour charges only)
778.5
26
20747.03
... More
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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 MORTH Nos. 111, 112 & 304 - For foundation of dressing the BED Level.
186.63
289
54005.12
... More
Earth work excavation in SDR & Soft rock not requiring blasting and depositing on bank, with all leads and lifts, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUTMENTS & PIERS as per Section 300 of MORT&H Specifications (Fifth Revision)
1195
568
678760
... More
Total in Figures (SubTotal + GST)
-
-
118285683.83
... More
km 9/0 -9/8
15.94
8664
138119.14
... More
Supply and fabrication of Fe-240 steel (mild steel grade I) required 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 1600 of MORT&H Specifications (V Revision).
6
95610
573660
... More
Vibrated Reinforced Cement Concrete M25 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for laying, compacting , curing including all incidental charges etc., complete as per MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900 - For BOTTOM SLAB OF BOX CULVERT, STEM & COVER SLAB.
57.04
12369
705571.68
... More
Vibrated Reinforced Cement Concrete M25 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for laying, compacting , curing including all incidental charges etc., complete as per MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900 - For BOTTOM SLAB OF BOX CULVERT, STEM & COVER SLAB.
57.04
12353
704663.6
... More
Gravel packing to revetment for 150mm thick, including cost and conveyance of gravel to worksite,laying, and filling in layers, of 150mm thick, tamping, including watering with all leads for water and all other incidental charges etc, complete.
41.78
334
13954.52
... More
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
483.77
1658
802405.11
... More
Reconstruction of High level bridge
-
-
-
... More
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
1080.48
890
961627.2
... More
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS size 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 Sections 2703-3 of MoRT& (II) Specifications (Fifth Revision).
126
3054
384804
... More
Km 7/0 -8/0
12.76
8631
110137.17
... More
Plain Cement Concrete M-15 Grade 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 for LEVELLING COURSE BELOW BASE SLAB OF CULVERT - Without Centering.
12.9
5941
76640.06
... More
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
2640
84
221812.8
... More
Cement Concrete M15 (Nominal mix), using 40 mm ISS HBG graded 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 and curing concrete,etc., complete, as per relevant standard specification, for FILLING THE TRENCHES AROUND FOOTINGS UPTO TOP OF ROCK as per cl.707.4.6 of IRC 78:2014
280
7548
2113440
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