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Tender Value
₹6.9 Cr
EMD Value
₹10.4 L
Closing Date
22 Jul 2026, 9:30 pm
Public Works Department
CONSTRUCTION OF BRIDGE AT KM 387.90 ON STATE HIGHWAY-01 PADUBIDRI - CHIKKALAGUDDA ROAD IN DHARWAD TALUK.
PWD/2026-27/BR/WORK_INDENT36633
PWD/2026-27/BR/WORK_INDENT36633
Open
Bridges/Culverts
PWD Division Office Dharwada
9 documents required · 9 mandatory
List of existing commitments and ongoing works
List of works for which tenders already submitted
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
List of Financial Resources with Certificates
Work Done Certificates obtained from the Competent Authorities
The Tenderer should be a PWD Registered Class I & Above contractor
To qualify for award of this contract each Tenderer in its name should have in the last five years i.e. 2021-22, 2022-23 , 2023-24, 2024-25 & 2025-26 Satisfactorily completed at least 50 Percent of the contract value as prime contractor at least one similar work such as Construction of Bridge works of value not less than Rs.346.58 Lakhs.
3.3) (a) As per this note, each tenderer should demonstrate availability of few key (a) Availability by owning/ Lease/ Hire basis the following key and critical equipment for this work: For Lease/ Hire basis- relevant documents, commitment agreements etc., shall be scanned and uploaded (Minimum 50% of the required Key machinery should be owned by the Tendered. Remaining 50% of the required machinery may be owned / procured on Lease basis / Hire basis. 1). Concrete Batch mix Plant-01 No.- Owned, 2). Transit Mixer - 01 No.-Owned, 3) Excavator like JCB / Hitachi-04 No.-Owned/lease/Hired, 4) Tippers - 04 Nos.-(02-Owned & 02-Owned/Hired/Lease), 5) Water Tanker - 04 No.- Owned/Hired/Lease, 6) Shuttering Materials - 700 sqm - Owned & 700 sqm-Owned/lease/Hired.
Liquid assets and or availability of credit facilities of not less than Rs.231.05 Lakhs Credit lines or letter of credit or certificates from the banks for meeting the fund requirement etc. LOC or Letter of Credit should be in prescribed format as per KW-4 Bid Document. if not attached then the tender will not be accepted
To qualify for the award of this contract each Tenderer in its name should have in the last five years i.e. 2021-22, 2022-23 , 2023-24, 2024-25 & 2025-26 executed in any one year the following minimum quantities of work 1). Earthwork excavation/ Embankment/Subgrade - 24142.52 Cum, 2)TMT Steel - 224.11 Tonne, 3) PCC/RCC/PQC - 2813.05 Cum.
Contact details of contractor Should mention valid Email ID, communication Address, Phone Number
BID Capacity AxNx1.5-B
Annual Turnover Certificate along with profit and Loss account statements ITR Returns UDIN is preffered in Turnover Certificate. From 2021-22 to 2025-26
Total value of civil engineering construction works executed and payments received in the last five years 2021-22, 2022-23 , 2023-24, 2024-25 & 2025-26 a Achieved in at least Two Financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs. 1386.30 Lakhs. with UDIN number.
Total value of civil engineering works executed and payments received in the last five years (year-wise)
₹5,000
₹10.4 L
5 Jul 2026
5 Jul 2026
23 Jul 2026
21 Jul 2026
21 Jul 2026
FOR TENDERS upto RS.900.00 LAKHS 81.53
Tender amount 69314564.99 693.15 For Milestone 1: 20794.37 Rs. per day
EMD 1.5% 1039718.47 1039800 For Milestone 2: 20794.37 Rs. per day
Completion period 9.00 100000 For Milestone 3: 27725.83 Rs. per day
Annual turnover 1386.30 939800
Similar nature work 346.58 0.00
LOC Liquidity assets 231.05
Estimated quantities 80%quantities
Total Quantity 80% Quantity
Order Item Details Floor/Lift No. Base Rate Final Rate (Excluding GST) Quantity Net Amount (Excluding GST) 80% 15%
1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 1374 1374 10 13740 8 0.02
Item Code : 2.17.ix.C 0 0.00
Item Description : Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. - Above 900 mm 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
2 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 719 719 172.8 124243.2 138.24 0.18
Item Code : 2.8.ii.a 0 0.00
Item Description : Dismantling of Structures - 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 - Lime /Cement Concrete - By Mechanical Means - Cement Concrete Grade M-15 & M-20 0 0.00 E/W 24142.52
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00 PCC/RCC/PQC 2813.05
3 Category : Vol - 1 -Chapter -I- Earth Work --- 2682 2682 652.33 1749549.06 521.864 2.52
Item Code : 1.23 0 0.00
Item Description : Mechanical Means - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. 0 0.00 TMT Steel 224.11
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
4 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 6455.95 517.97 3343988.42 414.376 4.82
Item Code : 2.1.3 0 0.00
Item Description : 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 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
5 Category : Vol - 1 -Chapter -II- Concrete Works 0 6184 6948.51 158.75 1103075.96 127 1.59
Item Code : 2.2.1 0 0.00
Item Description : 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. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
6 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6996.83 629.86 4407023.34 503.888 6.36
Item Code : 2.2.3 0 0.00
Item Description : 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6384 7173.23 648.9 4654708.95 519.12 6.72
Item Code : 2.2.5 0 0.00
Item Description : 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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
8 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 7472.34 481.6 3598678.94 385.28 5.19
Item Code : 2.4.3 0 0.00
Item Description : 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
9 Category : Vol - 1 -Chapter -II- Concrete Works 0 6626 7951.13 341.12 2712289.47 272.896 3.91
Item Code : 2.4.4 0 0.00
Item Description : 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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
10 Category : Vol - 1 -Chapter -II- Concrete Works 0 6891 9020.87 606.21 5468541.6 484.968 7.89
Item Code : 2.5.3 0 0.00
Item Description : 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. - M 30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
11 Category : Vol - 1 -Chapter -II- Concrete Works 0 87532 87532 222.18 19447859.76 177.744 28.06
Item Code : 2.11.c 0 0.00
Item Description : Steel Fabrication 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. Sub structure of Bridges 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
12 Category : Vol - 1 -Chapter -II- Concrete Works 0 87758 87758 57.96 5086453.68 46.368 7.34
Item Code : 2.11.d 0 0.00
Item Description : Steel Fabrication 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. Super structure of Bridges 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
13 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 6727 6727 18.48 124314.96 14.784 0.18
Item Code : 13.8 0 0.00
Item Description : PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
14 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 11201 11201 39.21 439191.21 31.368 0.63
Item Code : 13.9 0 0.00
Item Description : Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Ref to MoRT&H : IRC - 1500, 1600, 1700 & 2704 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
15 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 13087 13087 74.21 971186.27 59.368 1.40
Item Code : 13.2 0 0.00
Item Description : Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Ref to MoRT&H : IRC - 2702 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
16 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2677 914.6 2448384.2 731.68 3.53
Item Code : 12.4 0 0.00
Item Description : Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
17 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 1168 1168 2810.87 3283096.16 2248.696 4.74
Item Code : 12.3.A 0 0.00
Item Description : Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
18 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 2070 2070 164.94 341425.8 131.952 0.49
Item Code : 13.5 0 0.00
Item Description : 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. Ref to MoRT&H : IRC - 2703, 1500, 1600 & 1700 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
19 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 137 137 71.34 9773.58 57.072 0.01
Item Code : 13.15.ii 0 0.00
Item Description : Filler joint - Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Ref to MoRT&H : IRC - 2605 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
20 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 3271 3271 24 78504 19.2 0.11
Item Code : 13.7 0 0.00
Item Description : Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 0 0.00
Unit : No 0 0.00
Rate Analaysis Performed ?: No 0 0.00
21 Category : Vol - 3 -Chapter -14- RIVER TRAINING AND PROTECTION WORKS --- 6289 6289 326.43 2052918.27 261.144 2.96
Item Code : 14.3 0 0.00
Item Description : Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Ref to MoRT&H : IRC - 2503 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
22 Category : Vol - 3 -Chapter -14- RIVER TRAINING AND PROTECTION WORKS --- 3036 3036 9 27324 7.2 0.04
Item Code : 14.5 0 0.00
Item Description : Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2504 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
23 Category : Vol - 3 -Chapter -14- RIVER TRAINING AND PROTECTION WORKS --- 1912 1912 18 34416 14.4 0.05
Item Code : 14.4.A 0 0.00
Item Description : 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 - Stone/Boulder. Ref to MoRT&H : IRC - 2504 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
Item Code : 1.14.1 0 0.00
Item Description : Mechanical Means - 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. In all kinds of soils Depth upto 3 m 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: Yes 0 0.00
1 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6 990 5940 792 0.01
Item Code : 3.5 0 0.00
Item Description : 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. Ref to MoRT&H : IRC - 305.4.3 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 1 -Chapter -I- Earth Work --- 474 474 437.4 207327.6 349.92 0.30
Item Code : 1.8 0 0.00
Item Description : Manual Means - 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. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
3 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 493 940.24 463538.32 752.192 0.67
Item Code : 3.6 0 0.00
Item Description : Construction of Subgrade and Earthen Shoulders - 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. Ref to MoRT&H : IRC - 305 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2359 332.1 783423.9 265.68 1.13
Item Code : 4.2.B.v 0 0.00
Item Description : Granular Sub-Base - 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 vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2559 315 806085 252 1.16
Item Code : 4.17 0 0.00
Item Description : 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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
6 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 63 63 1260 79380 1008 0.11
Item Code : 5.1.A.i 0 0.00
Item Description : 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/m2 using mechanical means. Ref to MoRT&H : IRC - 502 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 22 22 1260 27720 1008 0.04
Item Code : 5.33 0 0.00
Item Description : 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. Ref to MoRT&H : IRC - 503 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 9897 9897 63 623511 50.4 0.90
Item Code : 5.8.ii.C 0 0.00
Item Description : Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Ref to MoRT&H : IRC - 504 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
9 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 13601 13601 31.5 428431.5 25.2 0.62
Item Code : 5.31 0 0.00
Item Description : Semi Dense Bituminous Concrete - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Ref to MoRT&H : IRC - IRC-37:2018 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
10 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 530 113.62 60218.6 90.896 0.09
Item Code : 8.15 0 0.00
Item Description : 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. Ref to MoRT&H : IRC - 803 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 3640 3640 360 1310400 288 1.89
Item Code : 8.25.i 0 0.00
Item Description : 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 2 m 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 811. Ref to MoRT&H : IRC - 811 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
12 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 365 135 49275 108 0.07
Item Code : 8.43 0 0.00
Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 0 0.00
Unit : No. 0 0.00
Rate Analaysis Performed ?: No 0 0.00
13 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 8995 8995 3.6 32382 2.88 0.05
Item Code : 8.7 0 0.00
Item Description : Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4063 4063 6 24378 4.8 0.04
Item Code : 8.5.iii 0 0.00
Item Description : Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022 - 75 cm equilateral triangle 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No
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government notification BC LOC letter to be issued by the Bank.pdf
Others - LOC Format • 1.73 MB
concrete specification.pdf
Others - Concrete Specification • 0.14 MB
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