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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹3.4 Craccepted-aoc | ₹3.4 Cr | accepted-aoc |
Tender Value
₹3.2 Cr
EMD Value
₹4.8 L
Closing Date
12 Jun 2026, 9:30 pmClosed
Public Works Department
Technical assistant
Improvement to Road Madarakhandi Timmapur cross SH 284 from Ch km 1.00 to 3.6 in selected reaches and Construction of Box culvert at Ch 20.35 in Rabkavi Banahatti taluk of Bagalkot District Under 4059-80-051-0-60-132 CMIDP for the year 2025-26
PWD/2025-26/RD/WORK_INDENT31117
PWD/2025-26/RD/WORK_INDENT31117
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Bagalkote
4 documents required · 4 mandatory
To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2021-22, 2022-23, 2023-24, 2024-25 and 2025-26 (a) achieved in at least two financial year a minimum financial turnover (in all classes of civil engineering construction works only) of Rs 640.77 lakhs and mention UDIN number in turnover certificate
Satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work of value not less than Rs160.19 Lakhs, in last five years.
Executed in any one year, in the last five years i.e.,2021-22, 2022-23, 2023-24, 2024-25 and 2025-26 the following minimum quantities of work (1) Earthwork/Embankment/Subgrade-2020.84 Cum (2) GSB-575.112 Cum (3) WMM / WBM-1456 Cum (4) Asphalting (BM/SDBC/DBM/BC)-936.576 Cum
Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2026-27)
Qualification and experience of the key technical and Management personnel in permanent employment with the Tenderer and those that are proposed to be deployed on this work, if work is awarded
As per clause 3.3a each tenderer should further demonstrate availability of few key equipments /machinery for execution of the work. (a) Hot Mix Plant 40/60 TPH or more capacity- 1 No. OWN (b) Mechanical Paver Finisher- 1No. OWN (c) Vibratory Road Roller-1 no OWN (d) PRR Roller- 1No. OWN (e) Tippers- 2 nos by owning and 2 nos by owning/lease/hire (f) Excavator like JCB/Hitachi/Backo loader-2 Nos by owning/hire/lease (g) concrete mixer with hopper 1 no.own (h) water tanker 2 nos own hire lease (i) centering sheets-200 Sqm by owning and 200 Sqm by owning/lease/hire
Latest Income Tax Clearance Certificate
Liquid Assets and/or availability of credit facilities of not less than Rs 160.19 Lakhs (Credit Lines/ Letter of Credit/ Certificates from banks for meeting the fund requirement etc
Constitutional or Legal Status of the Tenderer
Assessed Tender Capacity shall be more than the Tendered Amount
The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion
Information on litigation in which the Tenderer is involved
Name, Address, telephone No., Fax No., and email ID of the Tenderers Bankers
Information of the works for which Tenderer has submitted Tender
Information of the works for which Tender acceptance letters are received
Information on works which are yet to be completed
Declaration by the Bidder on the Letter Head
The tenderer shall furnish, as part of his tender, EMD in the amount as shown in column 4 of the table of IFT for thi particular work. The EMD of Rs 480575/- shall be paid through e- payment OR in two parts Part I Rs.100000/-through e-payment & Part-II remaining Rs.380575/-in the form of Bank Guarantee issued by any Nationalized / Scheduled bank in favour of EE PWD Bagalkote Division Bagalkote and The tenderer should upload the scanned copy of the original Part-2 of the EMD in eportal. The original part(2) of the EMD shall be handed over to the Executive Engineer, Public works Dept, Bagalkote
₹5,000
₹4.8 L
12 Jun 2026
27 May 2026
15 Jun 2026
11 Jun 2026
10 Jun 2026
Improvement to Road Madarakhandi Timmapur cross SH 284 from Ch km 1.00 to 3.6 in selected reaches and Construction of Box culvert at Ch 20.35 in Rabkavi Banahatti taluk of Bagalkot District Under 4059-80-051-0-60-132 CMIDP for the year 2025-26
Sl. No. Physical works to be completed Unit Qty Amount Liquidated damages 0.1% of the contract price per day in Rupees rounded off to nearest hundred (Rs)
1 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 Manual Means - Lime Concrete, cement concrete grade M-10 and below. Ref to MoRT&H : IRC - 202 m³ 270 222547.50 824.25
2 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 m³ 342.03 36631.41 107.1
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 m³ 68.44 425279.32 6213.9
4 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 m³ 62.03 405573.85 6538.35
5 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 m³ 113.54 759531.51 6689.55
6 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 m³ 43.91 310474.44 7070.7
7 Item Description : PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 m³ 15.83 111812.83 7063.35
8 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 m³ 31.67 372472.45 11761.05
9 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 m³ 8.23 113091.31 13741.35
10 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 m³ 255.57 313431.05 1226.4
11 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 m³ 133.26 374573.87 2810.85
12 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 m 28.56 62075.16 2173.5
13 Item Description : Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. - Boulder Laid Dry Without Wire Crates. Ref to MoRT&H : IRC - 2503 m³ 13.62 27343.51 2007.6
14 Item Description : Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Ref to MoRT&H : IRC - 2503 m³ 12.26 80958.30 6603.45
15 Item Description : Filler joint - Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Ref to MoRT&H : IRC - 2605 m 30.2 4344.27 143.85
16 Item Description : Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 No 4 13738.20 3434.55
17 Item Description : Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref to MoRT&H : IRC - 2706 & 2200 m 36 5216.40 144.9
18 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 m³ 57.76 377655.10 6538.35
19 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 t 16.96 1554727.44 91670.25
20 Item Description : Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges t 3.41 313408.33 91908.6
1 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 Sqm 7040 44352.00 6.3
2 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 m³ 446.88 44576.28 99.75
3 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. m³ 273.96 136349.89 497.7
4 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 m³ 718.89 1780654.59 2476.95
5 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 m³ 1820 4890249.00 2686.95
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 m³ 1207.61 625119.32 517.65
7 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 equilateral triangle each 12 44881.20 3740.1
8 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 Sqm 524.75 292023.38 556.5
9 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 No 331 126855.75 383.25
10 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 each 3 9100.35 3033.45
11 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 each 12 10332.00 861
12 Item Description : Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Intermediate lane with formation width of 7.50 m. Ref to MoRT&H : IRC - IRC 99 : 2018 No 2 87129.00 43564.5
13 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 No 2 18900.00 9450
1 Item Name : 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. B 1000mm dia m 45 375968.25 8354.85
2 Item Name : 5.1 502 A 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 per m2 using mechanical means. Sqm 7280 481572.00 66.15
3 Item Name : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m 2 on Granular Surface Sqm 14525 274522.50 18.9
4 Item Name : Providing and laying Dense Graded Bituminous Macadamwith 40/60 TPH capacity HMP usingcrushedaggregates ofspecified grading, premixed with bituminous binder VG30, @4.5 per cent by weight of total mix and filler,transporting thehot mix to work site, laying with mechanical paverfinisher tothe required grade, level and alignment, rolling withsmooth heeled, vibratory and tandem rollers to achieve the desiredcompaction as per MoRTH specification clause No. 505complete in all respects. Cum 731.82 9647583.06 13183
5 Item Name : Providing and laying Bituminous Concrete with 40/60 TPHcapacity hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30, @ 5.4 percent 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, vibratoryand tandem rollers to achieve the desired compaction as perMORTH specification clause No. 507 complete in allrespects Cum 438.9 6803915.58 15502.2
1 Item Name : Road Maintenance for 3rd year for road with DBM+BC as wearing coat:Maintenance of Road for 3rd year by Clearing and uprooting vegetation on either side 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 and painting of 200 m & 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 C D s including vent clearance. Per Km 2.44 88401.20 36230
2 Item Name : Road Maintenance for 4th year for road with DBM+BC as wearing coat:Maintenance of Road for 3rd year by Clearing and uprooting vegetation on either side 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 and painting of 200 m & 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 C D s including vent clearance. Per Km 2.44 156745.60 64240
3 Item Name : Road Maintenance for 5th year for road with DBM+BC as wearing coat:Maintenance of Road for 3rd year by Clearing and uprooting vegetation on either side 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 and painting of 200 m & 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 C D s including vent clearance. Per Km 2.44 213963.60 87690
Executive Engineer
PUBLIC WORKS DEPARTMENT DIVISION
Improvement to Road Madarakhandi Timmapur cross SH 284 from Ch km 1.00 to 3.6 in selected reaches and Construction of Box culvert at Ch 20.35 in Rabkavi Banahatti taluk of Bagalkot District Under 4059-80-051-0-60-132 CMIDP for the year 2025-26
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 : 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 Manual Means - Lime Concrete, cement concrete grade M-10 and below. Ref to MoRT&H : IRC - 202 2 months 5884886.24 5900.00
2 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 2 months 7521301.07 7500.00
3 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 equilateral triangle 2 months 18631893.47 18700.00
Executive Engineer
PUBLIC WORKS DEPARTMENT DIVISION
1 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 Manual Means - Lime Concrete, cement concrete grade M-10 and below. Ref to MoRT&H : IRC - 202 m³ 785 824.25 270 222547.5
2 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 m³ 102 107.1 342.03 36631.41
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 m³ 5918 6213.9 68.44 425279.32
4 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 m³ 6227 6538.35 62.03 405573.85
5 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 m³ 6371 6689.55 113.54 759531.51
6 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 m³ 6734 7070.7 43.91 310474.44
7 Item Description : PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 m³ 6727 7063.35 15.83 111812.83
8 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 m³ 11201 11761.05 31.67 372472.45
9 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 m³ 13087 13741.35 8.23 113091.31
10 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 m³ 1168 1226.4 255.57 313431.05
11 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 m³ 2677 2810.85 133.26 374573.87
12 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 m 2070 2173.5 28.56 62075.16
13 Item Description : Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. - Boulder Laid Dry Without Wire Crates. Ref to MoRT&H : IRC - 2503 m³ 1912 2007.6 13.62 27343.51
14 Item Description : Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. Ref to MoRT&H : IRC - 2503 m³ 6289 6603.45 12.26 80958.3
15 Item Description : Filler joint - Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Ref to MoRT&H : IRC - 2605 m 137 143.85 30.2 4344.27
16 Item Description : Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 No 3271 3434.55 4 13738.2
17 Item Description : Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref to MoRT&H : IRC - 2706 & 2200 m 138 144.9 36 5216.4
18 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 m³ 6227 6538.35 57.76 377655.1
19 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 t 87305 91670.25 16.96 1554727.44
20 Item Description : Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges t 87532 91908.6 3.41 313408.33
1 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 Sqm 6 6.3 7040 44352
2 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 m³ 95 99.75 446.88 44576.28
3 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. m³ 474 497.7 273.96 136349.89
4 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 m³ 2359 2476.95 718.89 1780654.59
5 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 m³ 2559 2686.95 1820 4890249
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 m³ 493 517.65 1207.61 625119.32
7 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 equilateral triangle each 3562 3740.1 12 44881.2
8 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 Sqm 530 556.5 524.75 292023.38
9 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 No 365 383.25 331 126855.75
10 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 each 2889 3033.45 3 9100.35
11 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 each 820 861 12 10332
12 Item Description : Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Intermediate lane with formation width of 7.50 m. Ref to MoRT&H : IRC - IRC 99 : 2018 No 41490 43564.5 2 87129
13 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 No 9000 9450 2 18900
1 Item Name : 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. B 1000mm dia m No 8354.85 45 375968.25
2 Item Name : 5.1 502 A 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 per m2 using mechanical means. Sqm No 66.15 7280 481572
3 Item Name : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m 2 on Granular Surface Sqm No 18.9 14525 274522.5
4 Item Name : Providing and laying Dense Graded Bituminous Macadamwith 40/60 TPH capacity HMP usingcrushedaggregates ofspecified grading, premixed with bituminous binder VG30, @4.5 per cent by weight of total mix and filler,transporting thehot mix to work site, laying with mechanical paverfinisher tothe required grade, level and alignment, rolling withsmooth heeled, vibratory and tandem rollers to achieve the desiredcompaction as per MoRTH specification clause No. 505complete in all respects. Cum No 13183 731.82 9647583.06
5 Item Name : Providing and laying Bituminous Concrete with 40/60 TPHcapacity hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30, @ 5.4 percent 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, vibratoryand tandem rollers to achieve the desired compaction as perMORTH specification clause No. 507 complete in allrespects Cum No 15502.2 438.9 6803915.58
1 Item Name : Road Maintenance for 3rd year for road with DBM+BC as wearing coat:Maintenance of Road for 3rd year by Clearing and uprooting vegetation on either side 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 and painting of 200 m & 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 C D s including vent clearance. Per Km No 36230 2.44 88401.2
2 Item Name : Road Maintenance for 4th year for road with DBM+BC as wearing coat:Maintenance of Road for 3rd year by Clearing and uprooting vegetation on either side 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 and painting of 200 m & 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 C D s including vent clearance. Per Km No 64240 2.44 156745.6
3 Item Name : Road Maintenance for 5th year for road with DBM+BC as wearing coat:Maintenance of Road for 3rd year by Clearing and uprooting vegetation on either side 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 and painting of 200 m & 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 C D s including vent clearance. Per Km No 87690 2.44 213963.6
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs.lakhs)
Billed upto date during 2025-26
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 2022
January February March April May June July August September October November December
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
Financial in lac
6 Progress 2023
January February March April May June July August September October November December
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
Financial in lac
6 Progress 2024
January February March April May June July August September October November December
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
Financial in lac
6 Progress 2025
January February March April May June July August September October November December
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
Financial in lac
6 Progress 2026
January February March April May June July August September October November December
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
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 2022
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
Financial in lac
Names of Works Item of work Names of Employers 2023
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
Financial in lac
Names of Works Item of work Names of Employers 2024
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
Financial in lac
Names of Works Item of work Names of Employers 2025
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
Financial in lac
Names of Works Item of work Names of Employers 2026
January February March April May June July August September October November December Remarks (Indicate contract reference)
Earthwork/Embankment/Subgrade Physical in Cum
Financial in lac
GSB Physical in Cum
Financial in lac
WMM/WBM Physical in Cum
Financial in lac
Asphalting (BM/SDBC/DBM/BC) Physical in Cum
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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