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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹1.3 Craccepted-finance | ₹1.3 Cr | accepted-finance |
Tender Value
₹1.2 Cr
EMD Value
₹2 L
Closing Date
16 Mar 2026, 9:30 pmClosed
Public Works Department
EE DHARWAD
Improvement of Garag-Mangalagatti MDR road and construction of CD at km 3.40 and other works in Dharwad Taluk.
PWD/2025-26/RD/WORK_INDENT31550
PWD/2025-26/RD/WORK_INDENT31550
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Dharwada
7 documents required · 7 mandatory
List of existing commitments and ongoing works
List of works for which tenders already submitted
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
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 III & Above contractor
To qualify for award of this contract each Tenderer in its name should have in the last five years i.e. 2020-21, 2021-22, 2022-23 , 2023-24 & 2024-25 Satisfactorily completed at least 50 Percent of the contract value as prime contractor at least one similar work such as Improvements Road / Construction of CD works of value not less than Rs. 60.33 Lakhs.
3.3) Each Tenderer should further demonstrate: (a) As per this note, each tenderer should demonstrate availability of few key equipments / machinery for execution of the work. However as per Govt circular no GO-FD/AE 263/EXP12-2022 dt 11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification.1) Excavator like JCB/Hitachi etc , 2)Tippers / Trucks, 3)Road Roller (vibrator), 4) Construction elevator , 5)Transit mixers, 6)Paver finisher, 7)Concrete Mixer , 8)Pug Mill (suitable Capacity).
Liquid assets and or availability of credit facilities of not less than Rs.60.33 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
Contact details of contractor Should mention valid Email ID, communication Address, Phone Number
BID Capacity AxNx1.5-B
To qualify for the award of this contract each Tenderer in its name should have in the last five years i.e. 2020-21, 2021-22, 2022-23 , 2023-24 & 2024-25 executed in any one year the following minimum quantities of work 1)Earthwork excavation/ Embankment/Subgrade - 2274.92 Cum, 2) Reinforcement TMT Steel - 15.84 Tonne, 3) PCC/RCC/PQC - 442.06 Cum, 4) GSB - 88.00 Cum, 5) WMM/WBM - 833.49 Cum, 6) Asphalt work(including BM/DBM/BC/SDBC)/MSS - 207.01 Cum.
Total value of civil engineering construction works executed and payments received in the last five years 2020-21, 2021-22, 2022-23 , 2023-24 & 2024-25 a Achieved in at least Two Financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs. 241.30 Lakhs. with UDIN number
Annual Turnover Certificate along with profit and Loss account statements ITR Returns UDIN is preffered in Turnover Certificate. From 2020-21 to 2024-25
₹3,020
₹2 L
16 Mar 2026
7 Mar 2026
17 Mar 2026
13 Mar 2026
13 Mar 2026
FOR TENDERS upto RS.150.00 LAKHS 19029.09
Tender amount 12064727.55 120.65 For Milestone 1: 3619.42 Rs. per day
EMD 1.5% 180970.91 200000 For Milestone 2: 3619.42 Rs. per day
Completion period 6.00 100000 For Milestone 3: 4825.89 Rs. per day
Annual turnover 241.30 100000
Similar nature work 60.33 0.00
LOC Liquidity assets 60.33
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) Actions 80% 15%
1 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6 4475 26850 3580 0.22
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 E/W 2274.92
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 493 895.42 441442.06 716.336 3.66 GSB 88.00
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 WMM 833.49
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
3 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 25 25 900 22500 360 288 0.19 PCC/RCC/PQC 442.06
Item Code : 16.8.b 0 0.00
Item Description : Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. - Mechanical Means. Ref to MoRT&H : IRC - 307 0 0.00 STEEL 15.84
Unit : m 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 110 259490 88 2.15 ASPHALT 207.01
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 1009.99 2584564.41 807.992 21.42
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 -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 6639 6639 216.7 1438671.3 173.36 11.92
Item Code : 16.28 0 0.00
Item Description : Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Ref to MoRT&H : IRC - 1501 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
7 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1161 16.5 19156.5 13.2 0.16
Item Code : 6.8.2 0 0.00
Item Description : Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
8 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 1065 108630 852 0.90
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 ?: No 0 0.00
9 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 5918 24 142032 19.2 1.18
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 ?: No 0 0.00
10 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 6407.63 30 192228.9 24 1.59
Item Code : 2.4.2 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 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
11 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 8482.33 45 381704.85 36 3.16
Item Code : 2.4.2 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 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
12 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 9518.13 15 142771.95 12 1.18
Item Code : 2.4.2 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 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
13 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 6.13 427561.37 4.904 3.54
Item Code : 2.11.h 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. All other type of structures 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: No 0 0.00
14 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 46 46 3375 155250 2700 1.29
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
15 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 13 13 3375 43875 2700 0.36
Item Code : 5.3.i 0 0.00
Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
16 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 8208 8208 168.75 1385100 135 11.48
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 19.17
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
17 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10996 10996 84.38 927842.48 67.504 7.69
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
18 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 3335 3335 82.5 275137.5 66 2.28
Item Code : 16.15.c 0 0.00
Item Description : PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 750mm dia. Ref to MoRT&H : IRC - 1101.6 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 293.61 29948.22 234.888 0.25
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 ?: No 0 0.00
2 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6849.7 62.1 425366.37 49.68 3.53
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
3 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6849.7 54.6 373993.62 43.68 3.10
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
4 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 8.34 581706.66 6.672 4.82
Item Code : 2.11.h 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. All other type of structures 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: No 0 0.00
5 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 138 138 42 5796 33.6 0.05
Item Code : 12.1 0 0.00
Item Description : Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref to MoRT&H : IRC - 2706 & 2200 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
6 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2677 91.8 245748.6 73.44 2.04
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
7 Category : Vol - 1 -Chapter -I- Earth Work --- 160 160 138.28 22124.8 110.624 0.18
Item Code : 1.10 0 0.00
Item Description : Manual Means - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
8 Category : Vol - 1 -Chapter -II- Concrete Works 0 6147 6147 28.63 175988.61 22.904 1.46
Item Code : 2.1.4 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 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
1 Category : Vol - 1 -Chapter -I- Earth Work --- 95 95 22.5 2137.5 18 0.02
Item Code : 1.12 0 0.00
Item Description : Mechanical Means - 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. In all kinds of soils upto 300 mm depth 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 196.62 20055.24 157.296 0.17
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 ?: No 0 0.00
3 Category : Vol - 1 -Chapter -I- Earth Work --- 160 160 64.25 10280 51.4 0.09
Item Code : 1.10 0 0.00
Item Description : Manual Means - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
4 Category : Vol - 3 -Chapter -14- RIVER TRAINING AND PROTECTION WORKS --- 1912 1912 10.45 19980.4 8.36 0.17
Item Code : 14.1.A 0 0.00
Item Description : Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. - Boulder Laid Dry Without Wire Crates. Ref to MoRT&H : IRC - 2503 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 31.87 81555.33 25.496 0.68
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 - 1 -Chapter -II- Concrete Works 0 6147 6147 11.31 69522.57 9.048 0.58
Item Code : 2.1.4 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 20 mm nominal size graded crushed coarse aggregates 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 7472.4 10.5 78460.2 8.4 0.65
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
8 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 7472.4 18.9 141228.36 15.12 1.17
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 - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 11201 11201 10.5 117610.5 8.4 0.97
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
10 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 2070 2070 17.2 35604 13.76 0.30
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 ?: No 0 0.00
11 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 5.33 371762.17 4.264 3.08
Item Code : 2.11.h 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. All other type of structures 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: No 0 0.00
12 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 138 138 23.6 3256.8 18.88 0.03
Item Code : 12.1 0 0.00
Item Description : Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref to MoRT&H : IRC - 2706 & 2200 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
13 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2677 16.2 43367.4 12.96 0.36
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
14 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 46 46 75 3450 60 0.03
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
15 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 13 13 75 975 60 0.01
Item Code : 5.3.i 0 0.00
Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 0 0.00
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
16 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 8208 8208 3.75 30780 3 0.26
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
17 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10996 10996 1.88 20672.48 1.504 0.17
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
18 Category : Vol - 1 -Chapter -I- Earth Work --- 474 474 10.5 4977 8.4 0.04
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
19 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6849.7 12.74 87265.18 10.192 0.72
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
20 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6849.7 12.6 86306.22 10.08 0.72
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
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