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Tender Value
₹42.3 L
EMD Value
₹84,700
Closing Date
22 Jun 2026, 9:30 pmClosed
Karnataka Neeravari Nigam Limited
SURESH
CONSTRUCTION OF HELIPAD AND APPROACH ROAD AT LEFT SIDE OF TUNGABHDRA DAM MUNIRABAD
KNNL/2026-27/OW/WORK_INDENT4565
KNNL/2026-27/OW/WORK_INDENT4565
Open
Other Works
Two Tender Document System(Two Cover)
KNNL Division TR Div No 1 Munirabad
7 documents required · 7 mandatory
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
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 contract, if awarded
Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)
The intending bidder should have satisfactorily completed (not less than 90% of the contract value) as a prime contractor at least one similar work such as Construction of Helipad / CC Road not less than Rs. 24.98 Lakh (usually not less than 50% of estimated value of contract) during last 5 years (2021-22 to 2025-26). An additional weightage of 10% each year will be added to the cost of work done to bring it to the present price level. The work done certificate should be obtained from a competent authority not below the rank of Executive engineer of the concerned division/equivalent officer
A copy of KPWD Class-III or above registration
A valid copy of the GST Certificate
Employees Provident Fund (EPF) registration certificate
Copy of the Income tax returns ITR filed for the Financial year for the year 2024-25 (Assessment year 2025-26)
The bidder should have an average annual financial turnover same as the amount put to tender for Rs. 49.96 Lakh in two financial years during the last five years (i.e,.2021-22 to 2025-26). Certificate issued by the Chartered Accountant mentioning UDIN No. should be enclosed (Additional weightage at 10% for each year shall be given for turn over to bring it to 2026-27
Bid Capacity Assessed available tender capacity (AxNx2.5 - B)
₹1,060
₹84,700
15 Jun 2026
15 Jun 2026
23 Jun 2026
19 Jun 2026
NAME OF WORK:- CONSTRUCTION OF HELIPAD AND TEMPORARY APPROACH ROAD AT LEFT SIDE OF TUNGABHDRA DAM MUNIRABAD
It. No Item of work UNIT QTY RATE AMOUNT
1 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. (ii) By Mechanical Means using Dozer, (A) In area of light jungle complete as per the directions of the Engineer-in-charge of the work. 100 m2 601.66 412.65 248275.00
2 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces -In all kinds of soils Depth upto 3m complete as per the directions of the Engineer-in-charge of the work. Cum 686.06 107.10 73477.03
3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material complete as per the directions of the Engineer-in-charge of the work. Cum 527.88 2611.35 1378479.44
4 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 roller to achieve the desired density. complete as per the directions of the Engineer-in-charge of the work. Cum 235.73 2686.95 633394.72
5 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. complete as per the directions of the Engineer-in-charge of the work. Sqm 961.50 66.15 63603.23
6 Tack coat on Bituminous surface (I) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom complete as per the directions of the Engineer-in-charge of the work. Sqm 961.50 18.90 18172.35
7 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. complete as per the directions of the Engineer-in-charge of the work. Sqm 24.16 14281.05 345030.17
8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete as per the directions of the Engineer-in-charge of the work. Cum 100.57 6970.95 701068.44
9 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. complete as per the directions of the Engineer-in-charge of the work. Tonne 7.85 84019.95 659556.61
10 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.complete as per the directions of the Engineer-in-charge of the work. Sqm 48.94 556.50 27235.11
11 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's 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 manufacturer's 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.complete as per the directions of the Engineer-in-charge of the work. No 81.68 383.25 31303.86
12 Retro-Reflectorised Traffic Signs-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 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. iv)60 cm equilateral triangle complete as per the directions of the Engineer-in-charge of the work. Each 5.00 3770.55 18852.75
13 Retro-Reflectorised Traffic Signs-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. iv) 60 cm Circular complete as per the directions of the Engineer-in-charge of the work. Each 4.00 4552.80 18211.20
14 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing complete as per the directions of the Engineer-in-charge of the work. Sqm 1.80 9444.75 17000.55 4233
I agree to carry out the above cited work at _______ % in words__________________________________ above/below the estimated Rate indicated in the Schedule-B. 0.00
Contracotr No of Correction Executive Engineer
No of over writings KNNL, No-1 T. R. Division
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