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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹3.8 Craccepted-aoc | ₹3.8 Cr | accepted-aoc |
Tender Value
₹3.6 Cr
EMD Value
₹5.4 L
Closing Date
16 Mar 2026, 9:30 pmClosed
Public Works Department
EE PWD Dharwad
Improvements to Hebballi to Taluka Border MDR From Km 4.55 to Km 9.00 in Dharwad Taluka of Dharwad District
PWD/2025-26/RD/WORK_INDENT31489
PWD/2025-26/RD/WORK_INDENT31489
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Dharwada
8 documents required · 8 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 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 Improvements to Road works of value not less than Rs.179.65 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). Hot Mix Plant / Batch Mix Plant (minimum capacity of 40/60 TPH)-1 Number Owned, 2). Vibratory Roller - 01 No.-Owned, 3)Mechanical Paver finisher-1 Number Owned, 4) Static Road Roller- 1 Number Owned, 5).Self Loading Concrete mixture with Weigh Batcher- 1 Number Owned/Hired/Lease, 6). Mechanical Sprayer - 01 No.- Owned/lease/Hired, 7) Tippers / Trucks - 04 Nos.-(02-Owned & 02-Owned/Hired/Lease), 8) Excavator/ Backhoe - 02 No.-Owned/lease/Hired, 9) Water Tanker - 01 No.- Owned/Hired/Lease, 10). Shuttering Materials - 250/sqm - Owned & 250/sqm-Owned/lease/Hired.
Liquid assets and or availability of credit facilities of not less than Rs.179.65 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 - 8886.16 Cum, 2) Granular Sub-base (GSB) - 1959.60 Cum, 3) WMM/ WBM Course- 2130.00 Cum, 4) Asphalt work(including BM/DBM/BC/SDBC)/MSS - 639.00 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 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. 718.58 Lakhs. with UDIN number
Total value of civil engineering works executed and payments received in the last five years (year-wise)
₹5,000
₹5.4 L
16 Mar 2026
7 Mar 2026
17 Mar 2026
13 Mar 2026
13 Mar 2026
FOR TENDERS upto RS.350.00 LAKHS 75.89
Tender amount 35928274.14 359.29 For Milestone 1: 10778.48 Rs. per day
EMD 1.5% 538924.11 539000 For Milestone 2: 10778.48 Rs. per day
Completion period 6.00 100000 For Milestone 3: 14371.31 Rs. per day
Annual turnover 718.58 439000
Similar nature work 179.65 0.00
LOC Liquidity assets 179.65
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 --- 5 5 22152 110760 17721.6 0.31
Item Code : 3.4.ii 0 0.00
Item Description : Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. 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 - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 493 8818.2 4347372.6 7054.56 12.10 E/W 8886.16
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 GSB 1959.60
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 --- 2359 2359 2449.5 5778370.5 1959.6 16.08 WMM 2130.00
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 Asphalt 639.00
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 2662.5 6813337.5 2130 18.96
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 ?: Yes 0 0.00
5 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 8995 8995 2.7 24286.5 2.16 0.07
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
6 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4063 4063 5 20315 4 0.06
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 0 0.00
7 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 7958 7958 37.5 298425 30 0.83
Item Code : 16.15.b 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. - 1000mm dia. Ref to MoRT&H : IRC - 1101.6 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
8 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2889 2889 3 8667 2.4 0.02
Item Code : 8.16.ii 0 0.00
Item Description : Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No 0 0.00
9 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 820 820 12 9840 9.6 0.03
Item Code : 8.16.iii 0 0.00
Item Description : Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 200 m stone (precast). Ref to MoRT&H : IRC - 805 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No 0 0.00
10 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 25 25 1704 42600 681.6 545.28 0.12
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
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
11 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 46 46 10650 489900 8520 1.36
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
12 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 8208 8208 532.5 4370760 426 12.17
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 20.31
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
13 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10996 10996 266.25 2927685 213 8.15
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
14 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 15 15 10650 159750 8520 0.44
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
1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 1092.27 111411.54 873.816 0.31
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 -I- Earth Work --- 433 433 1718 743894 1374.4 2.07
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
3 Category : Vol - 1 -Chapter -I- Earth Work --- 2682 2682 138.9 372529.8 111.12 1.04
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
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
4 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 5918 69.45 411005.1 55.56 1.14
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
5 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6413.81 273.5 1754177.04 218.8 4.88
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
6 Category : Vol - 1 -Chapter -II- Concrete Works 0 6371 7008.1 209.95 1471350.6 167.96 4.10
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
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 37.5 2615587.5 30 7.28
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
8 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 239 239 79.8 19072.2 63.84 0.05
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
9 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2677 331.5 887425.5 265.2 2.47
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
10 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 733 733 10 7330 8 0.02
Item Code : 8.18 0 0.00
Item Description : Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807 0 0.00
Unit : each 0 0.00
Rate Analaysis Performed ?: No 0 0.00
1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 719 719 85.15 61222.85 68.12 0.17
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 13.42
Unit : m³ 0 0.00
Rate Analaysis Performed ?: No 0 0.00
2 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 1374 1374 15 20610 12 0.06
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 ?: No 0 0.00
3 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 399.8 40779.6 319.84 0.11
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
4 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 6213.9 14.82 92090 11.856 0.26
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 - 3 -Chapter -9- CROSS DRAINAGE WORKS --- 10767 10767 15 161505 12 0.45
Item Code : 9.1.ii 0 0.00
Item Description : Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row - Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . - 1200 mm dia. Ref to MoRT&H : IRC - 2900 0 0.00
Unit : m 0 0.00
Rate Analaysis Performed ?: No 0 0.00
6 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 6532.05 159.14 1039510.44 127.312 2.89
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
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 6718.68 8.1 54421.31 6.48 0.15
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
8 Category : Vol - 1 -Chapter -II- Concrete Works 0 76102 76102 2.87 218412.74 2.296 0.61
Item Code : 2.11.b 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. Foundations of Bridges 0 0.00
Unit : t 0 0.00
Rate Analaysis Performed ?: No 0 0.00
9 Category : Vol - 1 -Chapter -I- Earth Work --- 474 474 115.83 54903.42 92.664 0.15
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
S.No Item Details Rate INR (Excluding GST) Quantity Is BuyBack Minimum BuyBack Value
1 Item Code : 3rd year Maintenance 29070 2.84 No --- 82558.8 2.272 0.23
Item Name : Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary ,Maintenance & painting of 200 metre and km stones , White washing of parapet walls of CD work and tree trunks , Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance complete as per directions of in charge engineer. 0 0.00
Unit : Km 0 0.00
2 Item Code : 4th year Maintenance 48030 2.84 No --- 136405.2 2.272 0.38
Item Name : Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains 0 0.00
Unit : Km 0 0.00
3 Item Code : 5th year Maintenance 59860 2.84 No --- 170002.4 2.272 0.47
Item Name : Road Maintenance for 5th year with BM+SDBC as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Strippi 0 0.00
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