Tender For Strengthening Of Road From Ambur To Asan Attu Km 0/0 - 9/0 At Ambur Range In Tirupattur Division
Tender Value
4.91 Crore
Estimated cost
Bid Submission
12 Aug 2026
12 days left
EMD
4.91 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
Tirupathur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening Of Road From Ambur To Asan Attu Km 0/0 - 9/0 At Ambur Range In Tirupattur Division
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Jul-2026 | Date extend | Date | 12-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Strengthening of Road from Ambur to Asanampattu Km 0/0 - 9/0 at Ambur Range in Tirupattur Division. |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to |
| 3 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A |
| 4 | Km 0/0 - 9/0 |
| 5 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m |
| 6 | Km 0/0 - 9/0 |
| 7 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 2 |
| 8 | Km 0/0 - 2/5 |
| 9 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 10 | Km 0/0 - 9/0 |
| 11 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 12 | Km 0/0 - 9/0 |
| 13 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 |
| 14 | Km 0/0 - 9/0 |
| 15 | BITUMINOUS CONCRETE 30 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 16 | Km 0/0 - 9/0 |
| 17 | Using of cut earth including removal satisfactory disposal of all materials necessary for construction of roadway in accordance with the specification and the lines and grades and cross sections showing in the drawings or as directed by the Engineer for making up berms using available cut earth. |
| 18 | Km 0/0 - 9/0 |
| 19 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per Sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORT&H specification No.803 |
| 20 | Km 0/0 - 9/0 |
| 21 | Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70 m high, comprising of 3mm thick wall \\"W\\" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC serieschannel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dipgalvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge |
| 22 | Providing Hard Bed 350 m, Wearing Coat at Ch 710,860 m |
| 23 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 24 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 25 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 26 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 27 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 28 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 29 | Providing Hard Bed Wearing Coat at Ch 2150,2730 m |
| 30 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 31 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 32 | Providing Hard Bed Wearing Coat at Ch 3070,3180,3620 m |
| 33 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 34 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 35 | Providing Hard Bed 5560 m |
| 36 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 37 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 38 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 39 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 40 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 41 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 42 | Construction of Retaining Wall at Ch 1790 m |
| 43 | Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, as per SS 20B complete. |
| 44 | Supply and Filling with river Sand including cost and conveyance of sand and labour charges charges for filling raming andetc. Complete |
| 45 | Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc. |
| 46 | Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete |
| 47 | Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc. |
| 48 | Supply and fixing of weep holes using 90mm PVC Pipes including cost of all site etc., |
| 49 | Filter media behind abutments, wing or retaining wall complete as per drawing etc., |
| 50 | Construction of Pipe Culvert at Ch 5380 m |
| 51 | Earth work excavation for foundation of structure upto 3m depth asper drawing and technical specification clause 1104 including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter dressing of sides and bottom and back filling with approved material. |
| 52 | Supply and Filling foundation and basement with filling sand in layers not more than 15cm thick well ramed watered and compacted complete complying with standard specification |
| 53 | Cement concrete 1:4:8 mix 40 using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complying with standard specification and as directed. |
| 54 | Cement concrete 1:3:6 mix using 40 HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complying with standard specification and as directed. |
| 55 | Cement concrete 1:2:4 mic using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complying with standard specification and as directed. |
| 56 | Providing and fixing of NP - 3 type 1000mm dia Hume pipe including cost and conveyance of all charges etc. complete |
| 57 | Providing weepholes in brick masonry/stone 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 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 61,709,1204.3.7 |
| 58 | Gravel filling between body wall including cost and conveyance of gravel labour for filling , watering and compacting etc., complete with standard specification and as directed by the depatrmental officer |
| 59 | Provision for H.M. stone |
| 60 | Provision for K.M. stone |
| 61 | Provision for 60cm Equailateral triangle Cautionary Sign board |
| 62 | Provision for Name board Cum Citizen Board |
| 63 | GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 12 daysAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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