Tender For Construction Of Pqc Road, Drains, Shoulders For Approach Road From Kaiga 1 To 4 Main Gate Towards Kaiga 5&6 Main Gate, Kaiga Site.
Tender Value
6.62 Crore
Estimated cost
Bid Submission
21 Oct 2026
3 days left
EMD
13.24 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Uttara Kannada → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Pqc Road, Drains, Shoulders For Approach Road From Kaiga 1 To 4 Main Gate Towards Kaiga 5&6 Main Gate, Kaiga Site.
BOQ
| Sl. No. | Item Description |
| 1 | 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.Note: Refer Technical specifications |
| 2 | Earthwork in surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils & up to 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 and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work, complete as per the Technical Specifications and as directed by the Engineer-in-Charge. Note: Refer Technical specifications |
| 3 | Earthwork excavation for pipeline trenches in all types of soil by mechanical means, removal and disposal, setting out, barricading, traffic safety arrangements, shoring & strutting, dressing, levelling, stacking of useful material and disposal of surplus material with all lifts and lead up to 2 km, including labour charges, tools & tackles, consumable, cleaning the work areas and disposing the debris/ waste outside the periphery of the work premises etc. Complete as per technical specifications and as directed by the Engineer-in-Charge. Note: Refer Technical specifications |
| 4 | All kinds of soils. Depth upto 1.50 m |
| 5 | Depth exceeding 1.5 m, but not exceeding 3 m |
| 6 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Note: Refer Technical specifications |
| 7 | Construction of M40 Grade dowel-jointed Cement Concrete pavement over the prepared sub-base, using Ordinary Portland Cement with cement content not to be less than 420 kg/cum, coarse and fine aggregates confirming to IS 383:2016 with maximum nominal size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per the approved mix design, including loading, transportation to site, unloading, placing, laying by fixed form paver, spreading, vibrating, compacting and finishing in a continuous operation to the required line, level, grade, thickness, camber, and surface regularity as per technical specifications, including providing, placing and fixing contraction joints, expansion joints, construction joints and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strips, dowel bars, tie bars, steel channels wherever required, surface texturing by brooming, edge finishing, application of approved curing compound, curing for the specified period, sealing of joints, protection of freshly laid pavement from rain, drying, mechanical damage and traffic until the concrete attains the specified strength, setting out, barricading, provision of caution signs, safety lights and traffic management arrangements, labour, plant & machinery, tools & tackles, vibrators, fuel, consumables, loading, unloading, handling, cleaning of the work area, disposal of surplus and waste materials at approved locations with all leads and lifts, and all other incidental works necessary for satisfactorily completion of the item, complete as per the technical specifications and as directed by the Engineer-in-Charge.Note: (i) Refer Technical Specifications ( ii) Rate shall include the following: 1. Dowel Bars 2. Tie Bars 3. LDPE Sheet 4. Hot Poured Elastomeric Joint Sealant (iii) The Dowel bars shall be Mild Steel rounds confirming to IS 432 of Grade S240. (iv) The Tie bars shall be deformed steel bars complying with IS 1786 (v) Separation Membrane shall be 150 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement. (vi) Joint Sealant shall be hot poured elastomeric type confirming to IS 18364 type-B. |
| 8 | Providing and laying stone pitching on slopes over prepared Earthen slopes, including preparation and dressing of slope, transportation and placement of stones/boulders of approved quality and size, proper hand packing and wedging of stones to form a stable and uniform pitching, provision and laying of dry boulder apron in front of the toe of embankment, including all leads and lifts, handling, transportation, labour, tools & tackles, plant & machinery, fuel, consumables, cleaning of the work area, restoration of the site after completion, and all other incidental works required for satisfactory completion of the item, complete as per the drawings, Technical Specifications and as directed by the Engineer-in-Charge. Note: Refer Technical specifications |
| 9 | Construction of granular sub-base for shoulders using Grading-II material, including mixing at OMC in mechanical mix plant, carriage to site, spreading in layers, forming shoulders to required width, camber and slope, and compacting with suitable vibratory equipment to achieve specified density, including preparation of underlying surface, including all leads and lifts, including labour charges, tools & tackles, consumable, cleaning the work areas and disposing the debris/ waste outside the periphery of the work premises etc. Complete as per MoRTH Clause 401 and complete as per technical specifications and as directed by the Engineer-in-Charge.Note: Refer Technical specifications |
| 10 | 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 suitable vibratory equipment to achieve the desired density, complete as per technical specifications and as directed by the Engineer-in-Charge.Note: Refer Technical Specifications. |
| 11 | Providing and laying reinforced cement concrete pipe NP3 of 750 mm diameter for culverts in single row on prepared first-class bedding of granular material, including preparation and dressing of bedding, handling, lowering, aligning and jointing of RCC pipes, fixing of collars with cement mortar 1:2, ensuring proper line, level and gradient, including all leads and lifts, handling, transportation, labour, tools & tackles, plant & machinery, fuel, consumables, cleaning of the work area, and all other incidental works required for satisfactory completion of the item, complete as per the drawings, Technical Specifications and as directed by the Engineer-in-Charge, but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Note: Refer Technical specifications |
| 12 | Providing and laying in position Cement Concrete Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation and coping on top of drain. 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, finishing, curing, including all leads and lifts, cost of all materials, labour, usage charges of plant & machinery, fuel, consumables, and all other incidental works and appurtenances required for satisfactory completion of the item, complete as per the Technical Specifications and as directed by the Engineer-in-Charge. Note: Refer Technical specifications |
| 13 | Providing and constructing load bearing walls using solid concrete blocks, having block density more than 1800 kg/m³ and minimum compressive strength of 4.00 N/mm², conforming to IS 2185 (Part 1):2005, laid in cement mortar 1:4 conforming to IS 2572:2005, including preparation of surface, soaking of blocks, mixing and laying of mortar, laying, aligning, plumbing and levelling of blocks, raking of joints, scaffolding, curing, including all leads and lifts, cost of all materials, labour, tools & tackles, plant & machinery, fuel, consumables, and all other incidental works and ancillary operations required for satisfactory completion of the item, complete as per the drawings, Technical Specifications and as directed by the Engineer-in-Charge. Note: Refer Technical specifications |
| 14 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Note: Refer Technical Specifications. |
| 15 | Supplying, Placing & Compacting instant all weather, all traffic Plant mixed Cold Bituminous Pothole patching mix Using Bituminous Concrete with NMAS 9.5mm & 40mm thick in plastic sturdy HDPE bags. The mix shall be tailor-made with speciality additives & catalysts as per IRC SP 100:2014 and shall have shelf for at least 6 months. The mix shall be intended for Patching potholes up to 40mm thick layers without necessity of application of Tack Coat compacted using Rammers, complete as per specifications and as per directions of Engineer-in-charge. Note: Refer Technical specifications |
| 16 | Providing and fixing Heavy duty polymer rubberised factory-made black and yellow coloured speed retarders/breakers of width 350 mm and height 50 mm, conforming to IRC:99-2018, including setting out, surface preparation, drilling, providing and fixing with suitable fasteners/anchor bolts, proper alignment and levelling, jointing of individual units, including all leads and lifts, cost of all materials, labour, tools & tackles, plant & machinery, fuel, consumables, and all other incidental works and ancillary operations required for satisfactory completion of the item, complete as per the Technical Specifications and as directed by the Engineer-in-Charge. Note: Refer Technical Specifications. |
| 17 | Providing and fixing of 60 cm equilateral triangle 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 MORTH 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. Note: Refer Technical Specifications. |
| 18 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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.Note: Refer Technical Specifications. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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