Tender For Widening From Two Lane To Two Lane Withpaved Shoulder And Strengthening, Improvements To Riding Quality And Construction Of Retaining Wall On Government Roads In Valparai (H) C&M, Sub Division(Cbe - 043)Road A : Construction Of Retaining Wall A
Tender Value
2.42 Crore
Estimated cost
Bid Submission
09 Oct 2025
0 days left
EMD
1.31 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
pollachi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening from Two Lane to Two Lane withPaved Shoulder and Strengthening, Improvements to Riding Quality and Construction of Retaining wall on Government roads in Valparai (H) C&M, Sub Division(CBE - 043)Road A : Construction of Retaining wall at Km 39/6 of Pollachi - Valparai Road (01-CRIDP-25-26-S-0208)Road B : Improvements to Riding Quality at km 2/0 - 3/0 , 4/0 - 4/2, 4/4 - 4/6 of Kottur - Nellithurai road (01-CRIDP-25-26-I-1706)Road C : Widening from Two Lane to Two Lane with Paved Shoulder and Strengthening at km 13/8 - 14/4 of Pollachi - Valparai Road (01-CRIDP-25-26-S-0206)
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all other incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc. complete a per standard specification for Foundation(Morth No. 111, 112, 304) |
| 2 | ROAD A |
| 3 | Removing Hard rock by wedging, chiseling and trimming to to proper shape where blasting is prohibited etc complete. |
| 4 | ROAD A |
| 5 | Providing Dowel Bars in foundation using bars not less than 25mm dia in 40mm holes for the required depth and grouting in cement mortar including cost and conveyance of all cost and conveyance of all materials to site including the all other labour and incidental charges including the cost of the drilling and all other tools and plants employed etc., complete as per standard specifications for FOUNDATION Retaining wall |
| 6 | ROAD A |
| 7 | Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Foundation Retaining wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 8 | ROAD A |
| 9 | Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Retaining wall body wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 10 | ROAD A |
| 11 | M sand filling including cost and conveyance of M sand to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification. |
| 12 | ROAD A |
| 13 | Manufacturing and fixing cement concrete blocks of size 250 x 250x 300 mm in CC 1:2:4,nominal mix (M15) using 20mm ISS size HBG metalincluding cost and conveyance of all materials to worksite and cement site includingconveyance and handling charges for the same at both ends, including all other incidental charges, etc, complete |
| 14 | ROAD A |
| 15 | Vibrated cement concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 16 | ROAD A |
| 17 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H\"s (Roads Wing) specifications for Roads and Bridges \" Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete. |
| 18 | ROAD A |
| 19 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900) |
| 20 | ROAD A |
| 21 | Refilling with available cut earth including cost and conveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete (Morth No. 111, 112, 304, 900) |
| 22 | ROAD A |
| 23 | Filling Behind Retaining wall with Side earth including cost and conveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete (Morth No. 111, 112, 304, 900) |
| 24 | ROAD A |
| 25 | Removal of the Black Topped (BT) surface to 50 to 70 mm depth using Milling machine, including conveying the milled waste materials away from the work site to an average distance including hire and running charges for the machine, conveyance charges, unloading at un objectionable place, cleaning the milled surface as to avoid slippery including all other incidental charges etc. complete as per the direction of the departmental officers (Morth No. 111, 112, 406, 900) |
| 26 | ROAD B |
| 27 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipment’s and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification For Boxing (Morth No. 111, 112, 301, 305, 900) |
| 28 | ROAD C |
| 29 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- VMaterial (Morth No. 111, 112, 401, 900) |
| 30 | ROAD C |
| 31 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- IIIMaterial (Morth No. 111, 112, 401, 900) |
| 32 | ROAD C |
| 33 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in SubBase / Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Morth No. 111, 112, 406, 900) |
| 34 | ROAD C |
| 35 | Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm 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 502 of MORTH Rev-5 (Morth No. 111, 112, 501, 502, 900) |
| 36 | ROAD C |
| 37 | Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm 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 502 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900) |
| 38 | ROAD C |
| 39 | Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per 10sqm 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 (Morth No. 111, 112, 501, 503, 900) |
| 40 | ROAD B |
| 41 | ROAD C |
| 42 | Providing and Laying 50 mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works) (Morth No. 111, 112, 501, 504, 900, 3004) |
| 43 | ROAD C |
| 44 | Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50 -13.20mm, 0.25cum of 13.20 -2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30t on capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 Gr - I (Morth No. 111, 112, 505, 900) |
| 45 | ROAD C |
| 46 | 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 37Kgs of VG 30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials toCMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, 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., includinglabour for attending to paver to site etc.,including hire and fuel charges for 20-30t CMP with bitumenboiler, tippertrucks, PaverFinisher, 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 (Morth No. 111, 112, 504, 900) |
| 47 | ROAD C |
| 48 | Providing and laying Bituminous Concrete to 30 mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler ,tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 (Morth No. 111, 112, 501, 507, 900) |
| 49 | ROAD B |
| 50 | Providing and laying Bituminous Concrete to 40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler ,tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 (Morth No. 111, 112, 501, 507, 900) |
| 51 | ROAD C |
| 52 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms using carted earth (Morth No. 111, 112, 304) |
| 53 | ROAD B |
| 54 | Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers (Morth No. 111, 112, 304) |
| 55 | ROAD C |
| 56 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 57 | Basic cost of value put to tender as per estimate |
| 58 | Add GST at 18% |
| 59 | Total Value put to Tender |
| 60 | Differnce Amount (Excess/less) |
| 61 | Quoted Amount (Basic Rate Only) |
| 62 | Add GST at 18% of Quoted Amount |
| 63 | Total Value of Quoted Amount including 18% of GST |
| 64 | Basic cost of value put to tender as per Estimate |
| 65 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Aug 25, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedOct 09, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 09, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender