Tender For Relaying Of Existing Concrete/Bituminous Road At Plant Premises
Tender Value
2.99 Crore
Estimated cost
Bid Submission
29 Jul 2026
16 days left
EMD
5.08 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanniyakumari → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Relaying Of Existing Concrete/Bituminous Road At Plant Premises
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling and removal of R.R. masonry/ brick masonry / plain cement concrete work, etc. height upto 4.5m and dumping the debris within a lead of 500m by means of manually/mechanically, etc. complete as per specification and as directed by the Engineer-in-charge. |
| 2 | Dismantling and removal of RCC foundation/ column / slab / beam, etc. in all heights upto 4.5m including all necessary scaffolding and dumping the debris within a lead of 500m by means of manually/ mechanically, etc., complete as per specification and as directed by the Engineer-in-charge. |
| 3 | Earthwork excavation for foundation in all types of loose/hard soil and depositing the spoils with an initial lead of 20m and lift upto 2m including refilling etc. by means of manually / mechanically complete as per specification and as directed by the Engineer-in-charge. |
| 4 | Earth filling for foundation/ flooring work using departmental sand including all transportation of filling sand/ building debris from HUP to site, leveling works, watering, compaction, consolidation, etc. by means of manually/ mechanically complete as per standard specifications and as directed by the Engineer-in-charge. |
| 5 | Supplying, providing and laying soling stone 230mm thick over the existing sub base/sub grade including levelling and consolidation to form a compact surface using hard blue granite soling stone with hand packing, wedging them tightly and filling the voids with loose sand, watering and sweeping the sand into the joints so that the hole is formed as solid mass, etc. complete as per standard specification and as per the direction of Engineer-in-charge. |
| 6 | Supplying, providing and laying soling stone 460mm thick over the existing sub base/sub grade including levelling and consolidation to form a compact surface using hard blue granite soling stone with hand packing, wedging them tightly and filling the voids with loose sand, watering and sweeping the sand into the joints so that the hole is formed as solid mass, etc. complete as per standard specification and as per the direction of Engineer-in-charge. |
| 7 | Supplying and spreading of 150mm consolidated thick gravel of approved quality above the refilled earth surface with watering, leveling works, compaction and consolidating, etc. by means of manually/ mechanically complete as per specification and as directed by the Engineer-in-charge. |
| 8 | Supplying, providing and laying PCC 1:4:8 mix for foundation/ flooring work using 40mm and below grade hard blue granite jelly including all form works, mixing, laying, compaction, consolidation and curing, etc. complete as per standard specifications and as directed by the Engineer-in-charge. |
| 9 | Supplying, providing and laying PCC 1:2:4 mix for foundation/ flooring work/kerb wall drainage wall using 20mm and below grade hard blue granite jelly including all form works, mixing, laying consolidation and curing, etc. complete as per standard specifications and as directed by the Engineer-in-charge. |
| 10 | Supplying, providing & laying RR masonry foundation / wall / retaining wall in cement mortar 1:6 for construction of wall using hard blue granite stone, etc. complete from 2.5 m below ground level to 4.5m height above ground level with neat finishing including proper pointing & necessary scaffolding work etc. complete as per standard specifications and as directed by the Engineer-in-charge. |
| 11 | Supplying, providing and laying brick masonry in CM 1:6 using well burnt country brick of minimum size 22.9x11.2x7cm for foundation/kerb wall/wall upto 4.5m height from ground level including all scaffolding, staging, curing, etc. complete complying with standard specifications and as directed by the Engineer-in-charge. |
| 12 | Supplying, providing and fixing twisted reinforcement IS 1786 HYSD bars Fe500D/ Fe550D (TMT bars - TATA/ Agni/ JSW) including fabrication, cutting, bending, cold tying, with overlapping to the standard length wherever necessary and placing the reinforcement in position as per the direction of Engineer-in-charge including binding, provision of spacer bars, cover blocks and all other incidental charges, necessary scaffolding, staging, safety arrangements, etc. complete for all RCC works (item No. 13) upto 15m height as per standard specification and as per the direction of Engineer-in-charge. |
| 13 | Supplying, providing and laying cement concrete 1:1.5:3 for RCC works height upto 4.5m using 20mm and below grade hard blue granite jelly with specified reinforcement (rate excluding the cost of reinforcement) and all mixing, laying, compaction, leveling, consolidation and curing, etc., including the cost of centering / shuttering work, necessary scaffolding, staging, safety arrangements, etc. complete as per the specification and as per the direction of Engineer-in-charge. |
| 14 | Supplying, plastering with CM 1:4 mix 15mm thick one coat floated hard & trowelled smooth etc for floors & walls upto 4.5m height with neat finishing and necessary grouting, scaffolding, staging, safety arrangements, etc. complete complying with standard specifications and as directed by the Engineer-in-charge. |
| 15 | Supplying, plastering with CM 1:3 mix 12mm thick one coat floated hard & trowelled smooth for RCC beam, column, ceiling, wall & floor upto 4.5m height with neat finishing and necessary grouting including all scaffolding, fibremesh wherever required, etc. complete complying with standard specifications and as directed by the Engineer-in-charge. |
| 16 | Supplying, providing, laying, spreading and compacting graded hard blue IRC standard machine crushed stone material aggregate to Wet Mix Macadam (WMM) 250mm/ 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including all other incidental charges with necessary picking of existing surface (bitumen/concrete) etc., complete as per clause 406 of MORTH Rev-5 and directed by Engineer-in-Charge. (Test Certificate has to be provided at the time of supply). |
| 17 | Supplying, providing and laying Prime Coat over WBM / WMM surface using 7kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5 and directed by Engineer-in-Charge. |
| 18 | Supplying, providing and laying Tack Coat over WBM / WMM / existing bitumen/ concrete surface using 2.50 Kg of Bitumen Emulsion (RS1) per 10 Sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5 and directed by Engineer-in-Charge. |
| 19 | Patch work: Supplying, providing and laying 50mm consolidated thick Bituminous Macadam (BM) using 0.20 cum of 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37Kgs of VG30 bitumen for premixing per 10Sqm including cost and conveyance of all material to work site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in mini hot mix plant, spreading the mix to uniform thickness of 50mm with specified grades and cross sections and consolidated by 8-10 tonnes Vibratory / Pneumatic Roller to the required density etc., including all labour for picking (manually /mechanically), laying, spreading, etc., including hire charges and fuel charges for mixing hot plant with bitumen boiler, Vibratory /Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc. complete as per specification using mini hot mix plant clause 504 of MORTH rev-5 and as per the direction of the Engineer-in-charge (Test Certificate has to be provided). |
| 20 | Supplying, providing and laying 50mm consolidated thick Dense Bituminous Macadam (DBM) using 0.35 cum of 26.50-13.20mm, 0.21 cum of 13.20-2.36mm and 0.14 cum of 2.36mm & below with 0.01 cum filling materials of size IRC metal with 49.50Kgs of VG30 bitumen for premixing per 10Sqm including cost and conveyance of all material to work site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in mini hot mix plant, spreading the mix to uniform thickness of 50mm thick to the specified grades and cross sections and consolidated by 8-10 tonnes Vibratory / Pneumatic Roller to the required density etc., including all labour for laying, spreading, etc., including hire charges and fuel charges for mixing hot plant with bitumen boiler, Vibratory /Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc. complete as per specification using mini hot mix plant clause 505 of MORTH rev-5 as per the direction of Engineer-in-charge (Test Certificate has to be provided). |
| 21 | Supplying, providing and laying Premix carpet with seal coat type - A to 20mm thick using 0.18 cum of 13.20mm, 0.09 cum of 11.20mm and 0.09 cum of 6.70mm of size IRC metals with 24.40Kgs of VG30 bitumen for premixing & application of liquid seal coat for sealing the voids in a bituminous surface per 10Sqm including cost and conveyance of all material to site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in mini hot mix plant, spreading the mix to uniform thickness of 20mm thick to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/ Pneumatic Roller to the required density etc., including all labour for laying, spreading, etc., including hire charges and fuel charges for mini hot mix plant with bitumen boiler, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc. complete as per specification using mini hot mix plant as per MORTH rev-5 and directed by Engineer-in-charge (Test Certificate has to be provided). |
| 22 | Supplying, providing, laying vibrated cement concrete 1:1.5:3, 120mm thick for roads over the existing surface using 20mm and below grade hard blue granite jelly, including neat cleaning, removal and satisfactory disposal of all materials necessary for the construction of roadway, all form works, leveling, machine mixing, laying, consolidation/ compaction with plate vibrators including power trowel neat finishing, provision for expansion joints and proper curing, etc, complete as per the standard specification and as per the direction of Engineer in-charge. (Test certificate has to be provided). |
| 23 | Supplying, providing, fixing in position of 15mm thick 120mm wide bitumen pad conforming to IS: 1838 for expansion joints in concrete roads, etc. After completion of curing, removing the bitumen pad and apply boiled bitumen between the expansion joint with cleaning and removing the dust particles thoroughly, etc. complete as per the standard specification and as per the direction of Engineer in-charge. |
| 24 | Supplying & painting road marking with thermoplastic paint (5mm thick) confirming to Clause 803.4 of MORTH rev.5 including preparation of surface and application with all other incidental charges etc., complete as per the direction of Engineer-in-Charge. |
| 25 | Excavation including neat cleaning, removal and satisfactory disposal of all materials (manually/mechanically) necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections for making up berms using side earth (upto 1m deep), etc., complete as per standard specifications of MORTH rev. 5 and as per the direction of Engineer-in-charge. |
| 26 | Supplying, providing and fixing 50/60mm thick coloured (red / yellow/black/Grey) square/Zig-zag/ Hexagon/ Rectangle shape concrete paver block of size 200x100mm/ 150x300mm /250x100mm / 200x120mm /220 x 270mm / 200x200mm pattern floor, bottom laying with 6mm jelly with 50mm thick over the earth surface including levelling the earth surface with neat finishing, side packing etc. complete as per the specification and as per the direction of the Engineer-in-charge. |
| 27 | Supplying, providing & fixing retro reflective sign boards made up of 2 mm thick aluminium sheet (60cm equilateral triangle), face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message, symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm fixed with GI pipe post including necessary fittings. The GI 3m vertical post of size 2 1/2\\" \\"C\\" class heavy type hollow cylinder pipe bottom fixed with PCC 1:2:4 of size 0.45x0.45x0.45mm, etc. including making holes in pipes, angles flats etc. including painting with two or more coats of synthetic enamel paint of required shade and of approved brand over priming coat of zinc chromate yellow primer (vertical post support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per specification and as per the direction of Engineer-in-charge. |
| 28 | Engagement of Fitter for miscellaneous works complete as directed by the Engineer-in-charge (Required materials will be issued by company on free of cost). |
| 29 | Engagement of Mason for miscellaneous works complete as directed by the Engineer-in-charge (Required materials will be issued by company on free of cost). |
| 30 | Engagement of labour (Mazdoor) for miscellaneous work complete as directed by the Engineer-in-charge. (Required materials will be issued by company on free of cost). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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