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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹2.5 Craccepted-finance | ₹2.5 Cr | accepted-finance |
Tender Value
₹2.4 Cr
EMD Value
₹3.5 L
Closing Date
16 Mar 2026, 9:30 pmClosed
Public Works Department
EE DHARWAD
construction of reteaining wall, slab culvert and CC drain on Beedi belavanaki SH 56 from km 30.00 to km 48.83 at selected reaches in Dharwad taluk.
PWD/2025-26/RD/WORK_INDENT31535
PWD/2025-26/RD/WORK_INDENT31535
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Dharwada
8 documents required · 8 mandatory
Total value of civl engineering works executed and payments received in the last five years (year-wise)
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 II & 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 Construction of reteaining wall / Culvert / CC drain work of value not less than Rs.118.29 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.118.29 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. 2020-21, 2021-22, 2022-23 , 2023-24 & 2024-25 executed in any one year the following minimum quantities of work 1). Earth work excavation/ Embankment - 3912.62 Cum, 2)PCC/RCC/PQC - 848.17 Cum, 3)Reinforcement TMT Steel - 38.50 Tonne.
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 2020-21 to 2024-25
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. 473.16 Lakhs. with UDIN number
₹5,000
₹3.5 L
16 Mar 2026
7 Mar 2026
17 Mar 2026
13 Mar 2026
13 Mar 2026
FOR TENDERS upto RS.300.00 LAKHS 43.81
Tender amount 23657079.07 236.58 For Milestone 1: 7097.12 Rs. per day
EMD 1.5% 354856.19 354900 For Milestone 2: 7097.12 Rs. per day
Completion period 6.00 100000 For Milestone 3: 9462.83 Rs. per day
Annual turnover 473.16 254900
Similar nature work 118.29 0.00
LOC Liquidity assets 118.29
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 - 1 -Chapter -I- Earth Work --- 102 102 553.5 56457 442.8 0.24
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 E/W 3912.62
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 5918 39.38 233050.84 31.504 0.99 PCC/RCC/PQC 848.17
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 Steel 38.50
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
3 Category : Vol - 1 -Chapter -II- Concrete Works 0 6371 7008.1 195.75 1371835.58 156.6 5.80
Item Code : 2.3.2 0 0.00
Item Description : Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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
4 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 239 239 67.5 16132.5 54 0.07
Item Code : 12.2 0 0.00
Item Description : Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, 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
5 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2677 171 457767 136.8 1.94
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
6 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 12.26 855122.74 9.808 3.61
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
7 Category : Vol - 4 - Part-I -WRD -Chapter -3- Canal and Allied Works --- 2100 2100 46.12 96852 36.896 0.41
Item Code : WRD.3.10 0 0.00
Item Description : FOUNDATION FILLING WORKS : Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming and all other ancillary operations complete. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
8 Category : Vol - 1 -Chapter -I- Earth Work --- 433 433 438.38 189818.54 350.704 0.80
Item Code : 1.11 0 0.00
Item Description : Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 516.6 52693.2 413.28 0.22
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 5918 5918 36.75 217486.5 29.4 0.92
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
3 Category : Vol - 1 -Chapter -II- Concrete Works 0 6371 7008.1 182.7 1280379.87 146.16 5.41
Item Code : 2.3.2 0 0.00
Item Description : Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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
4 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 239 239 63 15057 50.4 0.06
Item Code : 12.2 0 0.00
Item Description : Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, 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
5 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2677 159.6 427249.2 127.68 1.81
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
6 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 11.45 798626.05 9.16 3.38
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
7 Category : Vol - 4 - Part-I -WRD -Chapter -3- Canal and Allied Works --- 2100 2100 43.05 90405 34.44 0.38
Item Code : WRD.3.10 0 0.00
Item Description : FOUNDATION FILLING WORKS : Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming and all other ancillary operations complete. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
8 Category : Vol - 1 -Chapter -I- Earth Work --- 433 433 409.15 177161.95 327.32 0.75
Item Code : 1.11 0 0.00
Item Description : Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 840 85680 672 0.36
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 - 4 - Part-I -WRD -Chapter -3- Canal and Allied Works --- 2100 2100 72 151200 57.6 0.64
Item Code : WRD.3.10 0 0.00
Item Description : FOUNDATION FILLING WORKS : Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming and all other ancillary operations complete. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
3 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 5918 43.2 255657.6 34.56 1.08
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
4 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 239 239 72 17208 57.6 0.07
Item Code : 12.2 0 0.00
Item Description : Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, 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
5 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 8398.35 297.6 2499348.96 238.08 10.56
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
6 Category : Vol - 1 -Chapter -I- Earth Work --- 433 433 576 249408 460.8 1.05
Item Code : 1.11 0 0.00
Item Description : Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 16.67 1162715.83 13.336 4.91
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
1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 178.75 18232.5 143 0.08
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 - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 493 2551.25 1257766.25 2041 5.32
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
3 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2487 2487 942.5 2343997.5 754 9.91
Item Code : 4.1.A.v 0 0.00
Item Description : Granular Sub-Base - Plant Mix Method - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - 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
4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2559 893.75 2287106.25 715 9.67
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
5 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 15 15 3575 53625 2860 0.23
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
6 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4671 4671 2 9342 1.6 0.04
Item Code : 8.5.ii 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 - 90 cm equilateral triangle 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No 0 0.00
7 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 530 292.5 155025 234 0.66
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
8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10408 10408 178.75 1860430 143 7.86
Item Code : 5.13.C 0 0.00
Item Description : 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 MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505 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) --- 46 46 3575 164450 2860 0.70
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 13.36
Unit : m² 0 0.00
Rate Analaysis Performed ?: No 0 0.00
10 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12130 12130 107.25 1300942.5 85.8 5.50
Item Code : 5.17.B.C 0 0.00
Item Description : 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 per cent 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. Ref to MoRT&H : IRC - 507 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 484 484 100.8 48787.2 80.64 0.21
Item Code : 2.5.ii.b 0 0.00
Item Description : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of thorny jungle 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 55.8 5691.6 44.64 0.02
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 -II- Concrete Works 0 5918 5918 8.32 49237.76 6.656 0.21
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
4 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 6718.68 66.38 445985.98 53.104 1.89
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
5 Category : Vol - 5 -Chapter -16- SANITARY WORKS --- 5473 5473 25 136825 20 0.58
Item Code : 16.3.11 0 0.00
Item Description : Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 1000 mm dia. 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
6 Category : Vol - 1 -Chapter -I- Earth Work --- 433 433 153.85 66617.05 123.08 0.28
Item Code : 1.11 0 0.00
Item Description : Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 1.9 132523.1 1.52 0.56
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
1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 484 484 362.88 175633.92 290.304 0.74
Item Code : 2.5.ii.b 0 0.00
Item Description : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of thorny jungle 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 194.88 19877.76 155.904 0.08
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 -II- Concrete Works 0 5918 5918 32.03 189553.54 25.624 0.80
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
4 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 6718.68 158.1 1062223.31 126.48 4.49
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
5 Category : Vol - 5 -Chapter -16- SANITARY WORKS --- 5473 5473 60 328380 48 1.39
Item Code : 16.3.11 0 0.00
Item Description : Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 1000 mm dia. 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
6 Category : Vol - 1 -Chapter -I- Earth Work --- 433 433 878.01 380178.33 702.408 1.61
Item Code : 1.11 0 0.00
Item Description : Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 0 0.00
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 5.84 407334.16 4.672 1.72
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
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