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Tender Value
₹3.9 Cr
EMD Value
₹5.9 L
Closing Date
11 Sept 2026, 4:30 pmDue tomorrow
Public Works Department
C S POLICE PATIL Sir
CONSTRUCTION OF BRIDGE AT 15.90KM ON NAGATHAN RAMPUR M.D.R IN DEVARHIPPARAGI CONSTITUENCY OF DEVARHIPPARAGI TALUK IN VIJAYAPUR DISTRICT H/A 5054-80-190-0-01-132 KRDCL
PWD/2026-27/BG/WORK_INDENT41524
PWD/2026-27/BG/WORK_INDENT41524
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Bridges
Two Tender Document System(Two Cover)
PWD Division Office Vijayapura
10 documents required · 10 mandatory
c) Executed in any one financial year,the following minimum quantities of work(1)Earthwork-12923.50 Cum (2)Concrete(PCC/RCC/PQC/DLC)-1275.03 Cum (3)STEEL- 91.77Tonne
To qualify for the award of this contract each tenderer in his name should have in the last five years financial years. 2021-22 to 2025-26.(b) satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work such as Construction of Bridge work or box culvert of value not less than Rs. 196.64 Lakhs.
Each Tenderer should further demonstrate a) Availability by owning/hire/ on lease of the following key and critical equipment for this work.1) Tippers - 4 Nos. (2 No.s Owning, 2 No.s Owning/hire/on lease) 2) Excavator like JCB / Hitachi- 1 No. (Owning/hire/on lease) 3) Vibratory Road Roller/Static Road Roller - 1 No. (Owning ) 4)Self Loading Concrete Mixer 2 Nos (1 No. Owning, 1 No hire/on lease)5)Water Tanker- 2 Nos. (1 No.s Owning, 1 No.s hire/on lease )6)Shuttering materials of 200Sqm (100Sqm-Own,100Sqm-hire/on lease)
Asessed Tender capacity shall be more than the tendered amount
Tenderers who meet the above specified minimum qualifying criteria,will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-(AxNx1.5-B)Where A-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited -0.916 Year(11 Month) B-Value at 2026-27 price level, of existing commitments and ongoing works to be completed during the next 0.916 year(11 month) form the probable date of Award of this contract.
Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2026-27)
Value at 2026-27 price level, of existing commitments and on-going works to be executed during the next 11 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2026-27), (Morthwise commitment shall be furnished).
Latest income tax certificate
The Earnest Money Deposit Rs.5,90,000/- shall be paid in full through E-payment or in two parts part (1)Rs.1,00,000/- by E-Payment. Part (2) Balance EMD of Rs.4,90,000/- in the form of Bank Guarantee issued by Nationalised or Scheduled Bank in favor of Executive Engineer,PWD Vijayapur Division, Vijayapur. And Contractor Should upload the scanned copy of Bank guarantee and the original BG Should be Handed over to the Executive Engineer.
Each Tenderer should further demonstrate:(b) liquid assets /or availability of credit facilities of not less than Rs.107.25 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.as per 1.10 Section 3 Qualification Information.
To qualify for the award of this contract each tenderer in his name should have in the last five year financial years. 2021-22 to 2025-26(a) achieved in atleast two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.786.56 Lakhs.
Information on works for which tender acceptance letters are received.
Name, Address, Telephone No, Fax No, E-mail ID of the tenderers bankers.
The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion.
Constitutional or legal status of the tenderer
Information on works are yet to be completed.
Information on litigation in which the Tenderer is involved.
₹5,000
₹5.9 L
4 Sept 2026
4 Sept 2026
15 Sept 2026
10 Sept 2026
8 Sept 2026
Information on litigation in which the Tenderer is involved:
Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status
BANKER’S CERTIFICATE
This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely ……………………………… (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………… to meet the working capital requirements for executing the above contract
Name of the Bank, Senior Bank Manger
Address:…………………………
List of Machinery
Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks
No. Capacity Number/Capacity Age/ Condition
Information of the works for which Tenderer has submitted Tender.
Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.
Information of the works for which Tender acceptance letters are received.
Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site
Attach letters of Acceptance received.
Information on works which are yet to be completed.
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion
Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3
Names of Works Item of Work Names of Employers 2020 Remarks (Indicate contract reference)
January February march April May June July August September October November December
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
Earthwork & Embankment in cum Physical
GSB in cum Physical
Base Course (WMM/WBM) in cum Physical
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical
Concrete in cum Physical
Steel in MT Physical
Others Specify Details Physical
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
has executed/ is executing(strike off which ever is not applicable) the work of .............................................
in this Organisation. The details of the work is as under:
1 Name of the Project :
2 Name of the Work :
3 Contract Amount :
4 Date of signing the Agreement :
5 Date of handing over of the Site :
6 Progress * : 2020
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2021
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2022
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2023
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2024
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
Progress * : 2025
January February March April May June July August September October November December
Earthwork & Embankment Physical in cum :
Financial in lac :
GSB Physical in cum :
Financial in lac :
Base Course (WMM/WBM) Physical in cum :
Financial in lac :
Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :
Financial in lac :
Concrete Physical in cum :
Financial in lac :
Steel Physical in MT :
Financial in lac :
Others (Pl specify) Physical is cum/sqm :
Financial in lac :
Others (Pl specify) Physical :
Financial in lac :
7 Stipulated Period of Completion (including monsoon)
8 Prescribed Date of completion
9 Actual Date of Completion/ Probable Date of Completion
10 Cost of balance work (if work is in progress) :
11 Reasons if any for delay in completion, if work completion is delayed :
12 Penalty if any imposed :
13 Any other information :
* Monthwise progress shall be furnished seperately.
Date: (Authorised Signatory)
Address for correspondence:
Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)
Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)
Billed upto date during 2025-26
Attach Chartered Accountant's Yearwise Statements.
Name of Work:-CONSTRUCTION OF BRIDGE AT 15.90KM ON NAGATHAN RAMPUR M.D.R IN DEVARHIPPARAGI CONSTITUENCY OF DEVARHIPPARAGI TALUK IN VIJAYAPUR DISTRICT H/A 5054-80-190-0-01-132 KRDCL District. (PWD/2026-27/BG/WORK_INDENT41524)
Sl No Description Unit Quantity Rate Amount Mile Stone no.1 Mile Stone no.2 Mile Stone no.3
Ist Month IIst Month IIIrd Month IVth Month Total Vth Month VI th Month VII th Month VIIIth Month Total IX th Month X th Month XI th Month Total
Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial
1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead MORTH Specification 202. m³ 158.6 189
2 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead MORTH Specification 202. m 30 1150.8
3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work m³ 12823.9 116.84
4 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work m³ 437.61 134.02
5 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth m³ 284.43 415.8
6 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m³ 95.85 6778.74
7 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 352.16 7312.523
8 Formwork, Centering & Scaffloding 4% For Foundation (b) All other types m³ 352.16 292.5
9 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 111.64 7132.29
10 Formwork, Centering & Scaffloding 4% For Foundation (b) All other types m³ 111.64 285.31
11 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 378.31 7589.72
12 Formwork, Centering & Scaffloding 10% For abutments and piers m³ 378.31 758.97
13 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 75.7 7132.69
14 Formwork, Centering & Scaffloding 10% For earth retaining structures m³ 75.7 713.27
15 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 499.66 7893.26
16 Formwork, Centering & Scaffloding 20% For Solid Slab Super Structure m³ 499.66 1578.65
17 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 m³ 12.27 7063.35
18 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704. m³ 25.64 11761.05
19 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 m³ 31.13 13741.35
20 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 m³ 202.03 2810.85
21 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200 m³ 694.12 1226.4
22 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705 No 20 3434.55
23 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. b.Foundations of bridges Tonne 32.82 91670.25
24 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. c.Sub structure of bridges Tonne 43.6 91908.6
25 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. d.Super structure of bridges Tonne 38.26 92145.9
26 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No.2703,1500,1600and 1700. Mtr 124.54 2173.5
27 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification Mtr 130.47 143.85
28 Providing and fixing 25 mm dia 3 m long cold twisted defomed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete. Each 230 1412.25
29 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH Specification No. 2504 m³ 15 3187.8
30 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A.Stone/Boulder MORTH Specification No. 2504 m³ 30 2007.6
31 Roadway utilities Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication & Signalling lines having flexibility & anti termite, anti corrosive, good abrasion, fatigue strength & UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205:2017 as per technical specifications m 256.9 540.75
Estimate Of Approach Road
1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead MORTH Specification No. 305.4.3 (i) By Mechanical Means Using Hydraulic excavator m² 1012.5 6.3
2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. m³ 444.69 99.75
3 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. m³ 944.12 497.7
4 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 MORTH Specification No. 305 m³ 1089.24 517.65
5 BY MIX IN PLACE METHOD Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratery roller to achieve desired density , complete as per clause 401 For Grading - V Material m² 530.94 2476.95
6 406-A Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MORTH Specification No. 406 m³ 855.25 2686.95
7 502-A (i) Prime Coat Over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. MORTH Specification No. 502 m² 3421 66.15
8 Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular surface MORTH Specification No. 503 m² 3421 23.1
9 Dense Graded Bituminous Macadam Grading - II for traffic >20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTHspecification clause No. 505 complete in all respects. m³ 171.05 15282.75
10 Bituminous Concrete Grading II for traffic >20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m³ 102.63 18075.75
11 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No. 803. m² 237.5 556.5
12 Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 Rmt 120 3111.15
13 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer Nos 217 383.25
14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilaterial triangle Each 2 3740.1
15 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilaterial triangle Each 2 4498.2
16 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm circular m² 1.8 9444.75
Estimate Of Electrical works
1 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 0 0 0 0
2 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 0 0 0 0
3 Supply and fixing of 3pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 0 0 0 0
a 60 A Each 2 5950
4 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 0 0 0 0
a 6-32 A SP Each 27 415
b 6-32 A DP Each 12 739
c 6-32 A TPN Each 2 1717
5 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 0 0 0 0
a 100 A 4 x 30 x 6 mm Aluminium Strips m 1 2465
6 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 0 0 0 0
7 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 0 0 0 0
8 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each 2 4843
9 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>1301m/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. 0 0 0 0
a LED Streetlight 120 W Each 15 10060
10 Fabricating, supplying and erection of ... ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .......m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom ..... mm , top.... mm with 3 mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 0 0 0 0
a 9 m - Top 70 mm and Bottom 155 mm dia Each 10 19500
11 Decorative light single poles: Fabricating, Supplying and Errection of 10 Mtrs long hot dip galvanized conical pole with BSEN 10025 grade 5 355 JO Steel plate for shaft IS 2052 for base plate with door opening arrangements including suitable boards, Bakelight sheet for MCB's as per IS Specification suitable to withstand the wind speed of 47 M/S for 10 Mtr pole in single section and single joint welded as per IS 9595/Is 1017 BAWS having stone bottom 200 mm top 70 mm with 3 mm thick the pole should be painted asthetically using good quality autocoat paint the side pole should be 3 Mtr Height 165 mm Dia, 3 mm Thick having 1 Mtr perforation from 1.5 Mtr to 2.5 Mtr Height. The polycarbonate pipe housed inside the perforation along with changing LED Tube visible from all sides. The Foundation plate should be suitable aluminium head placed at top including PC cover having 7W LED Bulb inside suitable base plate 4 Nos 24 Long J-Bolts along with template and The Pole shall be hot dip galvanized dipping with not less than 65 micron as per ASTM A123 and 153 etc Each 5 48500
12 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Single Arm Bracket with 1500 mm Standard 40/50 mm dia Each 10 2100
13 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work M3 8.44 102
14 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates M3 1.26 5918
15 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retalning walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine ciivil sr aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, M3 10.12 6221
16 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Tonne 0.38 89457
17 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 12 3510
18 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 0 0 0 0
a 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) KM 0.45 141842.47
b 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) KM 0.2 139549
19 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 0 0 0 0
a LT Cable-2.5 to 25 Sqmm KM 0.65 20885.61
20 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata 0 0 0 0
a All kinds of soils. Depth upto 1.50 m m3 121.87 262
21 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings Mtr 630 189
22 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired. Each 2 4390
Month wise Amount Miles Month wise Amount Miles Amount Penalty
1 Month 1 Miles (1 & 4 Month) 1 Month 1 Miles (1 & 4 Month)
2 Month 2 Month
3 Month 3 Month
4 Month 4 Month
5 Month 2 Miles (5 & 8 Month) 5 Month 2 Miles (5 & 8 Month)
6 Month 6 Month
7 Month 7 Month
8 Month 8 Month SD/-
9 Month 3 Miles (9 & 11Month) 9 Month 3 Miles (9 & 11Month) EXECUTIVE ENINEER
10 Month 10 Month PWD DIVISION
11 Month 11 Month VIJAYAPUR
Total Total Total Total
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