Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Mar 2025
Closing Date1 Apr 2025
Tender Amount₹ 5,24,23,000
Technical
Technical
Financial
Technical Capacity
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The important information given under the technical capacity header, specifically related to prior work experience, includes: - The applicant must have suitably qualified personnel to fill the positions as specified, with a prime candidate and an alternate for each position, both of whom should meet the experience requirements.
- The applicant's prior work experience in similar works, such as Mechanised granular pavement construction, construction of asphaltic overlays, construction of Bridge works, and construction of Bridge Work’s in Open Foundations & Pile foundations, is also considered.
- Annual turnover data for the applicant's construction works over the last five years is required, with specific details of contracts of similar nature, including the value of the total contract, date of award, date of completion, and contract duration.
- The number of years the organization has been in the business of similar work under its present name.
- Details of experience in using heavy earth moving equipment and quality control in compaction of soils.
- Details of experience in Mechanised granular pavement construction, construction of asphaltic overlays, construction of Bridge works, and construction of Bridge Work’s in Open Foundations & Pile foundations.
- The value of the total Contract, contract duration, quantities of major items of work, and value of contract in Indian Rs.
- Annual value of construction works, undertaken for each of the last five years, and projected figure for the current year.
- Net profit before and after Tax for the current period and the last four financial years.
- Approximate value of works in hand and value of existing commitment of construction works.
- Bid capacity computation with supported documents. Values like amount and percentage mentioned under the same header include:
- Rs.52.42 Lakhs (minimum liquid assets or credit facilities)
- 10% (rate of inflation per year)
- 10% (minimum percentage of contract applied for)
- Indexing factors for different years: 1.00, 1.10, 1.21, 1.33, 1.46
- 10 percent of the value of the whole works for critical components or works contents.The similar work or eligible projects given in technical capacity experience are:
* Highway Road and/or Bridge works/Airport Contract
* Average annual turnover of 40% of the value of contract applied for, which is Rs. 209.69 Lakhs
* Successfully completed at least one contract of at least 40% of the value of proposed contract in any one year within the last five years, which is Rs. 209.69 Lakhs
* Minimum quantities of works completed in one year during the last five years: + Bridge Length: 54.00 M + Earth work / Embankment: 3489.70 Cum + GSB/Gravel Soiling: 227.82 Cum + WMM/WBM: 192.61 Cum + BM/DBM: 64.02 Cum + SDBC/BC: 32.22 Cum + Steel: 46.15 MT + CC/VCC/VRCC: 841.52 Cum
* Bid capacity to execute the work should be greater than Rs. 524.23 Lakhs, with a percentage of 2% of Tax Deduction at Source on GST to be deducted in each bill.
Costs
EMD
₹ 2,73,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Tender Notice No. 09/hdo/nh/2024-25/dated 10.03.2025
Description
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Contact
Tender Id
2025_MoRTH_853286_1Bid Award Id
ViewTender No
TN.NO.09/2024-25/Dt.10.03.2025Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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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 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, for FOUNDATION FOR ABUTMENTS AND RETURNS as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision).
264.74
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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 depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for FOUNDATION OF PIERS as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision).
115.13
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to site 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, for ABUTMENT and RETURNS (below sill level) as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).
18.12
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to site 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, for ABUTMENT and RETURNS (above sill level) as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).
233.14
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Vibrated reinforced CementConcrete 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, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).
19.41
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Vibrated reinforced CementConcrete 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, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for CIRCULAR COLUMN PIERS (Below Sill level) as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).
10.84
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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, for CIRCULAR COLUMN PIERS (Above sill level) as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).
21.82
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Vibrated reinforced CementConcrete 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 for CAPPING BEAMS OVER CIRCULAR COLUMN PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).
50.02
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Vibrated reinforced CementConcrete 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 for PEDESTALS OVER BED BLOCKS & CAPPING BEAM as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).
1.92
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Supplying and fixing of Elastomeric bearing of size 40 X 30 X 8.0cm as shown in the 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 Specifications (V Revision) and IRC:83-2018(Part-II).
230400
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Vibrated reinforced CementConcrete 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, soft water, hire charges for 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 Specifications (V Revision).
134.38
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Vibrated reinforced CementConcrete 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, includinginspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB AND KERB & FOOTPATH as per section 1500, 1700 & 2300 of MORT&H Specifications (V Revision).
233.33
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Vibrated reinforced CementConcrete M30(Design mix) using 20mm ISS HBG 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, soft 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).
107.76
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Vibrated reinforced CementConcrete 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, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for INNER CRASH BARRIER as per section 811,1700 &2703.3 of MORT&H Specifications (V Revision).
28.13
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Vibrated reinforced CementConcrete 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, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for CRASH BARRIER OVER RETURNS as per section 811,1700 &2703.3 of MORT&H Specifications(V Revision).
4.14
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Providing and fixing of G.I. Drainage spouts 100mm dia as per Drg. No.: 2LDF/MISC 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 (V Revision).
16
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Vibrated 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,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 AND FOOTPATH RAMP as per section 1500,1700 & 2704 of MORT&H Specifications (V Revision).
14.37
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Vibrated reinforced CementConcrete 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, includinginspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for FOOTPATH RAMP as per section 1500, 1700 & 2300 of MORT&H Specifications (V Revision).
8.76
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Vibrated reinforced CementConcrete M30 (Design mix) using 20 mm ISS HBG graded metal 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 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 APPROACH SLABS as per section 1500,1700 &2704 of MORT&H Specifications (V Revision).
16.49
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Vibrated Cement Concrete M30 (Design mix) 75mm thick using ISS metal, as per cl.2702.2 of MORTH 2013 Vth revision including cost and conveyance of all materials to work site including cement at site, but excluding cost and fabrication of steel including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per section 2702.2 of MORT&H Specifications (V Revision).
465.34
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Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications 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 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 MORTH specifications, including labour ,equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT&H Specifications (V Revision).
48.7
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Providing weep holes with class I PVC pipes of 100 mm dia of required lengths for abutments and wings 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 (V Revision).
199
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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 Appendix 6 of IRC 78 - 2014.
143.21
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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.
374.05
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Supply and fabrication of Fe-500D 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 Specifications (V Revision).
96.76
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Supply and fabrication of Mild Steel Grade I conforming to IS:432-1982 (Part- 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 over 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, for mesh reinforcement as per section 1009.3 & 1600 of MORT&H Specifications (V Revision).
3.15
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Providing and fixing P.V.C pipes of 110 mm dia of approved make with all Bends, Elbows, Tee's..etc including all specials and adhesive for required lengths for drainage arrangement from the superstructure, including cost and conveyance of all materials to worksite, as per MORT&H specifications 2706 for Service Duct Pipe below foot path.
365.28
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Re Filling using excavated sand laying, handling charges and filling in layers,tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Foundation (Filling charges only)
173.55
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FORMATION OF APPROACH ROAD
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand 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 backfilling, clearingup the site and disposal of all surplus materials etc.,complete as per standard specification for approaches.
3564.41
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand 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 backfilling, clearingup the site and disposal of all surplus materials etc.,complete as per standard specification for approaches.
970
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Construction of granular subbase by providing close graded Material,mixing in a mechanical mix plant at OMC,carriage of mixed Material toworksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401-1For Grading-V Material (Filter/ Separation Layer at Bottom
303.45
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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 soil compactor to achieve the desired density, complete as per clause 401-1For Grading-III Material (Drainage Layer at Top)
161.1
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Providing,laying,spreading and compacting graded stone aggregates for Wet Mix Macadam 250mmthick, includingpremixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory soil compactor 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
402.77
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Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
1611
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Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 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
1611
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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 for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
140
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Providing laying 75mm-100 mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm,0.35cum of 13.20-2.36mm and0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the minthe required temperature incentral hot mixplant20-30 ton capacity,conveying the mix by tipper trucks to site,spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cros ssections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental chargesetc., complete as per specification using CMP as per clause 505 of MORTH rev-5.(Gr-I)
153.05
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Providing,laying 50 mm-75 mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm,0.35cum of 13.20-2.36mm and0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the minthe required temperature incentral hot mixplant20-30 ton capacity,conveying the mix by tipper trucks to site,spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cros ssections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental chargesetc., complete as per specification using CMP as per clause 505 of MORTH rev-5.(Gr-II)
7
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsof MORTH Rev-5
68.64
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand 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 backfilling, clearingup the site and disposal of all surplus materials etc.,complete as per standard specification for side berms.
352.45
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FORMATION OF DIVERSION ROAD
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand 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 backfilling, clearingup the site and disposal of all surplus materials etc.,complete as per standard specification for diversion Road.
865.92
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Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900
75
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Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906
75
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Construction of granular subbase by providing close graded Material,mixing in a mechanical mix plant at OMC,carriage of mixed Material toworksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401-1For Grading-V Material (Filter/ Separation Layer at Bottom)
105
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Providing,laying,spreading and compactinggraded stone aggregates for Wet Mix Macadam 250mmthick, includingpremixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory soil compactor 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
78.75
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Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
525
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Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
525
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Providing and laying Premix Carpet with Seal Coat Type-A to 20mm thick using0.18cumof13.20mm,0.09cum of 11.20mm and 0.09cum of 6.70mm with 24.40kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specifiedgrades and cross sections and consolidated by8-10tonne Vibratory/Pneumatic Roller to the required density etc.,including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks,Paver Finisher, Vibratory roller and all other tools and plant required,including fuel and all other incidental charges etc.,completeas per specification using CMP as per MORTH Rev-5
525
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CONSTRUCTION OF RETAINING WALL
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Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for RCC RETAININGWALL
549.9
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Plain cement concrete of grade M10 (Nominal mix) 1:3:6 using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW for RCC Retaining Wall
42.3
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Vibrated cement concrete M20 (Nominal mix)1:1.5:3using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Parapet
6
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Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for RCC Retaining Wall (Below Sill Level)
230.1
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Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for RCC Retaining Wall (Above Sill Level)
152.4
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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 rods 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
15.46
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Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications
62.72
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DISMANTLING EXISTING STRUCTURES
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Dismantling the Plain . Dismantling Stone / Masonry Cement mortar removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged existing Causeway including all tools and plants and all labour charges etc., complete
42.42
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Dismantling the Plain. Dismantling RCC Slabs removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged existing Causeway including all tools and plants and all labour charges etc., complete
107.1
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REVETMENT WORK
-
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand 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 backfilling, clearingup the site and disposal of all surplus materials etc., complete as per relevent standard specification for Foundation of Toe walls of REVETMENTS.
391
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Vibrated Cement Concrete of Grade M-20, Nominal Mix, 1:1.5:3, using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specifications, for TOE WALLS OF REVETMENTS.
131.76
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Vibrated Cement Concrete of Grade M-20, Nominal Mix, 1:1.5:3, using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specifications, for STEM OF TOE WALLS OF REVETMENTS.
115.29
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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.
180.63
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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
1204.14
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ROAD FURNITURE WORK
-
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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
150.08
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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
232
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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)
-
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90cm Eq triangle
6
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60 cm Circular board
6
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90 cm High octagon
2
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Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as pernstandard specification.
2
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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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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)
2.16
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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)
80
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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)
10
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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
160
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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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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.
3
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Supply and fixing of RCC guide post of size 1.20 x0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
88
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PAINTING WORK
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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.
2745.74
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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.
524.88
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LIGHTING WORK
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Suppyling and fixing Lighting on bridges, mounted Single Arm Bracket 8 sided Octogonally continusly tapered structured pole fixed on parapets with cement concrete, 20 m apart and fitted with LED Focus Light including cost of material for holder, Electric cable, insulation,ladder,Pillar Box Fixing, Panel Board Fixing, Scaffolding and two Coats of Alluminium paint over steel circular hollow pipe etc., complete in all respects.
-
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a. Lamp cost (80 W LED Street Fitting)
8
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b. Post Cost (Octagonal Post)
8
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c. Cable Cost (20+20+48+12+6+20)
226
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Panel Board
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a. 3 Phase Panel Board including labour Charges
1
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Labour Cost
-
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a. Electrician Gr - I
4
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b. Electrician Gr - II
4
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c. Electrician Helper
4
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Sub Total Bid Price (in figures)
1
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GST @ 18% of above all Schedules (in figures)
1
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