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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹3.4 Craccepted-finance | ₹3.4 Cr | accepted-finance |
Tender Value
₹3.2 Cr
EMD Value
₹4.8 L
Closing Date
7 Mar 2026, 9:30 pmClosed
Public Works Department
Technical Assistant
Road Improvement works from Km 112.50 to114.35 and from 117.85 to118.45 of Sankeshwar Sangam SH-44 in Badami Taluk Bilagi constituency for the year 2025-26 under H/A 4059-80-051-0-60-132 CMIDP
PWD/2025-26/RD/WORK_INDENT31144
PWD/2025-26/RD/WORK_INDENT31144
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Bagalkote
₹5,000
₹4.8 L
7 Mar 2026
13 Feb 2026
9 Mar 2026
5 Mar 2026
3 Mar 2026
Order Item Details Floor/Lift No. Base Rate Final Rate (Excluding GST) Quantity Net Amount (Excluding GST) Actions
1 Category : Vol - 1 -Chapter -I- Earth Work --- 95 95 3732.3 354568.5
Item Code : 1.12
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
Rate Analaysis Performed ?: Yes
2 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6 8800 52800
Item Code : 3.5
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
Rate Analaysis Performed ?: Yes
3 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2359 2628.4 6200395.6
Item Code : 4.2.B.v
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
Rate Analaysis Performed ?: Yes
4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2559 2800 7165200
Item Code : 4.17
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
Rate Analaysis Performed ?: Yes
5 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12 12 11200 134400
Item Code : 5.32
Item Description : Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using 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
Rate Analaysis Performed ?: Yes
6 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 493 4099.84 2021221.12
Item Code : 3.6
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
Rate Analaysis Performed ?: Yes
7 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 530 400 212000
Item Code : 8.15
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
Rate Analaysis Performed ?: Yes
8 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 365 270 98550
Item Code : 8.43
Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806
Rate Analaysis Performed ?: Yes
9 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 853 853 132 112596
Item Code : 8.58.a
Item Description : Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. - 300 mm dia
Rate Analaysis Performed ?: Yes
10 Category : Vol - 1 -Chapter -I- Earth Work --- 160 160 35.22 5635.2
Item Code : 1.10
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
Rate Analaysis Performed ?: Yes
11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9000 9000 1 9000
Item Code : 8.54
Item Description : Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. Ref to MoRT&H : IRC - MoRTH 804
Rate Analaysis Performed ?: No
12 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 44.55 4544.1
Item Code : 1.14.1
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
Rate Analaysis Performed ?: Yes
13 Category : Vol - 1 -Chapter -I- Earth Work --- 474 474 2571.96 1219109.04
Item Code : 1.8
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.
Rate Analaysis Performed ?: Yes
14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2889 2889 2 5778
Item Code : 8.16.ii
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
Rate Analaysis Performed ?: Yes
15 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 820 820 4 3280
Item Code : 8.16.iii
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
Rate Analaysis Performed ?: Yes
16 Category : Vol - 1 -Chapter -I- Earth Work --- 119 119 348.84 41511.96
Item Code : 1.7
Item Description : Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³)
Rate Analaysis Performed ?: Yes
Item Name : Prime Coat over WMM/WBM (i) 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.
2 Item Code : V-III P.No.35, I.No.5.12 C 10209 560 No --- 5717040
Item Name : Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Dense Graded Bituminous Macadam Grading - II for traffic less than 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-30, @ 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.
3 Item Code : V-III P.No.38 I.No. 5.16 C 11887 336 No --- 3994032
Item Name : Bituminous Concrete Grading II for traffic less than 20 MSA Bituminous Concrete Grading II for traffic less than 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-30, @ 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
1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 719 719 45 32355
Item Code : 2.8.ii.a
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
Rate Analaysis Performed ?: Yes
2 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 46.64 4757.28
Item Code : 1.14.1
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
Rate Analaysis Performed ?: Yes
3 Category : Vol - 1 -Chapter -I- Earth Work --- 474 474 21.24 10067.76
Item Code : 1.8
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.
Rate Analaysis Performed ?: Yes
4 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 1168 1168 38.43 44886.24
Item Code : 12.3.A
Item Description : Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200
Rate Analaysis Performed ?: Yes
5 Category : Vol - 1 -Chapter -II- Concrete Works 0 6147 6147 3.81 23420.07
Item Code : 2.1.4
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
Rate Analaysis Performed ?: Yes
6 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 6718.68 36.42 244694.33
Item Code : 2.4.2
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
Rate Analaysis Performed ?: Yes
7 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 7958 7958 36 286488
Item Code : 16.15.b
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
Rate Analaysis Performed ?: Yes
8 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 27 27 39.9 1077.3
Item Code : 16.26
Item Description : White washing of parapet walls of CD work and tree trunks - White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. Ref to MoRT&H : IRC - 1916
Rate Analaysis Performed ?: Yes
9 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 69749 1.17 81606.33
Item Code : 2.11.h
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
Rate Analaysis Performed ?: Yes
1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 1096 1096 45 49320
Item Code : 2.17.ix.B
Item Description : Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. - Above 600 mm to 900 mm dia
Rate Analaysis Performed ?: Yes
2 Category : Vol - 1 -Chapter -I- Earth Work --- 102 102 262.06 26730.12
Item Code : 1.14.1
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
Rate Analaysis Performed ?: Yes
3 Category : Vol - 1 -Chapter -I- Earth Work --- 474 474 148.46 70370.04
Item Code : 1.8
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.
Rate Analaysis Performed ?: Yes
4 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 5918 25.7 152092.6
Item Code : 2.1.3
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
Rate Analaysis Performed ?: Yes
5 Category : Vol - 1 -Chapter -II- Concrete Works 0 6327 6643.35 17.68 117454.43
Item Code : 2.4.1
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. - Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
Rate Analaysis Performed ?: Yes
6 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 7472.4 104.22 778773.53
Item Code : 2.4.3
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
Rate Analaysis Performed ?: Yes
7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6734 8080.8 31.26 252605.81
Item Code : 2.5.2
Item Description : Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Rate Analaysis Performed ?: Yes
8 Category : Vol - 1 -Chapter -II- Concrete Works 0 76102 76102 9.64 733623.28
Item Code : 2.11.b
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
Rate Analaysis Performed ?: Yes
9 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 6727 6727 12.6 84760.2
Item Code : 13.8
Item Description : PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700
Rate Analaysis Performed ?: Yes
10 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 11201 11201 25.2 282265.2
Item Code : 13.9
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
Rate Analaysis Performed ?: Yes
11 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 1795 1795 36 64620
Item Code : 13.16
Item Description : Asphaltic Plug Joint - Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/ backer rod, all as per approved drawings and specifications. Ref to MoRT&H : IRC - 2600
Rate Analaysis Performed ?: Yes
12 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 13087 13087 12.64 165419.68
Item Code : 13.2
Item Description : Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Ref to MoRT&H : IRC - 2702
Rate Analaysis Performed ?: Yes
13 Category : Vol - 3 -Chapter -14- RIVER TRAINING AND PROTECTION WORKS --- 2454 2454 30.59 75067.86
Item Code : 14.2
Item Description : Boulder Apron Laid in Wire Crates - Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. Ref to MoRT&H : IRC - 2503
Rate Analaysis Performed ?: Yes
14 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 1168 1168 9.95 11621.6
Item Code : 12.3.A
Item Description : Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200
Rate Analaysis Performed ?: Yes
15 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2677 54.04 144665.08
Item Code : 12.4
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
Rate Analaysis Performed ?: Yes
16 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 2070 2070 28.08 58125.6
Item Code : 13.5
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
Rate Analaysis Performed ?: Yes
17 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 733 733 16 11728
Item Code : 8.18
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
Rate Analaysis Performed ?: Yes
18 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 3271 3271 4 13084
Item Code : 13.7
Item Description : Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705
Rate Analaysis Performed ?: Yes
19 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 27 27 91.72 2476.44
Item Code : 16.26
Item Description : White washing of parapet walls of CD work and tree trunks - White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. Ref to MoRT&H : IRC - 1916
Rate Analaysis Performed ?: Yes
20 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4210 4210 2 8420
Item Code : 8.5.xii
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 - 60 cm x 45 cm rectangular
Rate Analaysis Performed ?: Yes
21 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 180 180 21.5 3870
Item Code : 2.11.II.A
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 - By Mechanical means - Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means
Rate Analaysis Performed ?: Yes
1 Item Code : SE BGM Circle Approved rates 39810 1.6 No --- 63696
Item Name : Road Maintenance for 3rd year for road with DBM+BC as wearing coat for double Lane 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
2 Item Code : SE BGM Circle Approved rates 73440 1.6 No --- 117504
Item Name : Road Maintenance for 4th year for road with DBM+BC as wearing coat for double Lane 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, 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.
3 Item Code : SE BGM Circle Approved rates 101980 1.6 No --- 163168
Item Name : Road Maintenance for 5th year with DBM+BC coat as wearing coat for double Lane 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, 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.
NAME OF WORK:Road Improvement works from Km 112.50 to114.35 and from 117.85 to118.45 of Sankeshwar Sangam SH-44 in Badami Taluk Bilagi constituency for the year 2025-26 under H/A 4059-80-051-0-60-132 CMIDP WI.NO-PWD/2025-26/RD/WORK_INDENT31144
Sl No Item Name Item Code Unit Quantity Amount
NAME OF WORK:Road Improvement works from Km 112.50 to114.35 and from 117.85 to118.45 of Sankeshwar Sangam SH-44 in Badami Taluk Bilagi constituency for the year 2025-26 under H/A 4059-80-051-0-60-132 CMIDP WI.NO-PWD/2025-26/RD/WORK_INDENT31144
Milestone dates Physical works to be completed Period from the date of issue of Notice to proceed with the work Amount Liquidated damages 0.1% of the contract price per day in Rupees rounded off to nearest hundred (Rs)
1 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 light jungle 2months 10567760.17 10567.76 29.49
2 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 2months 10695610.20 10695.61 29.85134199
3 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 2 months 14566208.76 14566.21 40.65414418
Executive Engineer
PUBLIC WORKS DEPARTMENT DIVISION
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs.lakhs)
Billed upto date during 2024-25
Attach Chartered Accountant's Yearwise Statements
Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of markout / Date of Handing over of site Specified period of completion (including/ excluding Monsoon) Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)
Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority.
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
This is to certify that M/s Sri / Smt.
has executed / is executing (strike off which ever is not applicable) the work of..
in this Organisation. The details of the work is as under :
1 Name of the Project
2 Name of the Work
3 Contract Amount
4 Date of signing the Agreement
5 Date of handing over of the Site
6 Progress 2017
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
6 Progress 2018
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
6 Progress 2019
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
6 Progress 2020
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
6 Progress 2021
January February March April May June July August September October November December
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
7 Stipulated Period of Completion (including monsoon)
8 Prescribed Date of completion.
9 Actual Date of Completion/Probable Date of Completion.
10 Cost of balance work (if work is in progress)
11 Reasons if any for delay in completion, if work completion is delayed
12 Penalty if any imposed
13 Any other information.
* Monthlywise progress shall be furnished seperately.
Place : (Authorised Signatory)
Address for correspondence:
Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3
Names of Works Item of work Names of Employers 2017
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
Names of Works Item of work Names of Employers 2018
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
Names of Works Item of work Names of Employers 2019
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
Names of Works Item of work Names of Employers 2020
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
Names of Works Item of work Names of Employers 2021
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WBM/WMM Physical in Cum
Financial in lac
Asphalting (Including DBM/BC/BM/SDBC) Physical in Cum
Financial in lac
PCC/RCC Physical in Cum
Financial in lac
TMT Steel Physical in Tonne
Financial in lac
* Monthlywise progress shall be furnished seperately.
Place : CONTRACTOR
Address for correspondence:
Information on works which are yet to be completed.
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs.Lakhs Date of Markout / Date of Handing over of site Speified period of completion (including / excluding Monsoon) Cost of balance works remaining Rs.in Lac Probable date of completion.
Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Information of the works for which Tender acceptance letters are received.
Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs. Lac Specified period of completion (including / excluding Monsoon) Probable Date of Handing over of site.
Attach letters of Acceptance received.
Information of the works for which Tenderer has submitted Tender.
Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs.lac Specified period of completion (including / excluding Monsoon) Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.
List of Machinery
Item of Equipment Requirement Owned / Hired / Leased Owner / Hired / Lease and available Remarks
No. Capacity Number / Capacity Age / Condition
BANKER’S CERTIFICATE
This is to certify that M/s. ________________________________________________ is a reputed company with a good financial standing. If the contract for this work, namely ________________________________________________________ (name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs._______________________________ to meet the working capital requirements for executing the above contract
Signature of the Bank Manger
along with Seal
Information on litigation in which the Tenderer is involved:
Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status
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