Tender For Widening From Single Lane To Intermediate Lane And Strengthening, Improvements To Riding Quality, Reconstruction Of Culvert And Widening Of Culverton Government Roads In Gobichettipalayam(H) C&M, Sub Division (Cbe - 023)Road A) Improvements To
Tender Value
2.22 Crore
Estimated cost
Bid Submission
11 Sep 2025
0 days left
EMD
1.21 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
gobichettipalayam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening from Single Lane to Intermediate Lane and Strengthening, Improvements to Riding Quality, Reconstruction of Culvert and Widening of Culverton Government roads in Gobichettipalayam(H) C&M, Sub Division (CBE - 023)Road A) Improvements to Riding Quality at km 3/0 - 6/2 of Pariyur - Vellalapalayam - Kullampalayam - Gangampalayam road. (Job code : 01-CRIDP-25-26-I-1708)RoadB) Widening from Single Lane to Intermediate Lane and Strengtheningat km 0/8 - 2/300 of Gobi Arts college road of including Reconstruction of Culvert at km 0/10 and Widening of Culvert at km 1/8(Job code : 01-CRIDP-25-26-O-1028)
BOQ
| Sl. No. | Item Description |
| 1 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. |
| 2 | Road B |
| 3 | Earthwork excavation in all classes of soils except hard rock requiring blasting anddepositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments 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, 304) |
| 4 | Road B |
| 5 | Construction of granular sub-base by providing close graded Material, 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 soil compactor to achieve the desired density, complete as per clause 401- for grading- V Material (Morth No. 111, 112, 401, 900) |
| 6 | Road B |
| 7 | Construction of granular sub-base by providing close graded Material, 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 soil compactor to achieve the desired density, complete as per clause 401- for grading- III Material (Morth No. 111, 112, 401, 900) |
| 8 | Road B |
| 9 | 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 Sub Base/ 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) |
| 10 | Road B |
| 11 | Providing and laying Prime Coat overWMM surface using 7 Kg of Emulsion Bitumen (SS1) 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 perClause 502 of MORTH Rev-5(Morth No. 111, 112, 501, 502, 900) |
| 12 | Road B |
| 13 | Providing and laying Tack Coat overWMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material,labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as Specification (Morth No. 111, 112, 501, 503, 900) |
| 14 | Road B |
| 15 | Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consistofconstructioninasinglecourse base/bindercourse confirming to the specfication on a previously prepared base, (using Mini HotMixPlantandPower 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, 504, 900) |
| 16 | Road B |
| 17 | Providingand laying Tack Coat over Dry Lean Cement Concretesurface using 3.00 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 perClause 503 of MORTH Rev-5 |
| 18 | Road B |
| 19 | 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) |
| 20 | Road A |
| 21 | Road B |
| 22 | Providing, laying 50 mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50 13.20mm ,0.43 cum of 13.20-2.36 mm and 0.08 cum of 2.36 mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP 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 section sand 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 (Morth No. 111, 112, 504, 900) |
| 23 | Road A |
| 24 | Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs 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 the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5.(for Grade-I)(Morth No. 111, 112, 505, 900) |
| 25 | Road B |
| 26 | Providing and laying Bituminous Concrete to 30mm thick using 0.13cumof 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 them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grade sand cross sections and consolidated by8-10 tonne Vibratory 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 - Grading - II. (Morth No. 111, 112, 501, 507, 900) |
| 27 | Road A |
| 28 | Road B |
| 29 | 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, 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 with conveyance (Morth No. 111, 112, 301, 305, 900) |
| 30 | Road A |
| 31 | 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, 301, 305, 900) |
| 32 | Road B |
| 33 | BOX CULVERT |
| 34 | Dismantling the RR masonry walls, clearing away and carefully stacking materials useful for reuse for any thickness of wallsetc, complete (Morth No. 111, 112, 202) |
| 35 | Road B (Km 0/10) |
| 36 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all 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 excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation(Morth No. 111, 112, 301, 305, 900) |
| 37 | Road B (Km 0/10) |
| 38 | Filling under the box culvert with Quarry Dust filling including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the Box . (Morth No. 111, 112, 304, 900) |
| 39 | Road B (Km 0/10) |
| 40 | Vibrated Cement Concrete M15 grade using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 41 | Road B (Km 0/10) |
| 42 | Vibrated Reinforced Cement Concrete [Design Mix] M25 grade using 20 mm & below ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for BOX CULVERT. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900) |
| 43 | Road B (Km 0/10) |
| 44 | Supply and fabrication of steel Grade Fe-500D /Fe 550D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grtlls. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wir. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification. (Morth No. 1000, 1500, 1600, 900) |
| 45 | Road B (Km 0/10) |
| 46 | Vibrated Cement Concrete M20 (Nominal Mix) Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for wing Wall foundation (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 47 | Road B (Km 0/10) |
| 48 | Vibrated Cement Concrete M20 (Nominal Mix) Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Body Wall of wing wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 49 | Road B (Km 0/10) |
| 50 | Vibrated Cement Concrete M15 (Nominal Mix) Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 51 | Road B (Km 0/10) |
| 52 | Providing and fixing 110 mm dia PVC seepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 110 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification. (Morth No. 2706, 900) |
| 53 | Road B (Km 0/10) |
| 54 | Filling behind the Retaining Wall with excavated carted earth filling including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete. (Morth No. 111, 112, 304, 900) |
| 55 | Road B (Km 0/10) |
| 56 | Pipe Culvert |
| 57 | Dismantling the PCC walls, clearing away and carefully stacking materials useful for reuse for any thickness of wallsetc, complete. (Morth No. 111, 112, 202) |
| 58 | Road B (Km 1/8) |
| 59 | Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and liftsall other incidental chargessuch as shoring, strutting, balling out waterand forming protective bunds, wherever necessary etc., completes as per standard specification. (Morth No. 111, 112, 304) |
| 60 | Road B (Km 1/8) |
| 61 | Filling under the box culvert with Quarry Dust filling including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the Pipe |
| 62 | Road B (Km 1/8) |
| 63 | Vibrated Cement Concrete M20 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Foundation of culverts (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 64 | Road B (Km 1/8) |
| 65 | Vibrated Cement Concrete M20 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Body wall of culverts (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 66 | Road B (Km 1/8) |
| 67 | Vibrated Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Cut Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 68 | Road B (Km 1/8) |
| 69 | Supply of NP 4 class RCC900 mm dia. pipes specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., complete (Morth No. 2900, 900) |
| 70 | Road B |
| 71 | Hoisting and fixing of 900mm dia pipesproper gradient including all labour charges and all other incidental charges etc., complete (Morth No 2904, 2905, 2906) |
| 72 | Road B (Km 1/8) |
| 73 | Filling behind body walls with excavated earthincluding cost and conveyance of of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers inclusive and all other incidental charges etc., complete for other then sand. |
| 74 | Road B (Km 1/8) |
| 75 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 76 | Basic cost of value put to tender as per estimate |
| 77 | Add GST at 18% |
| 78 | Total Value put to Tender |
| 79 | Differnce Amount (Excess/less) |
| 80 | Quoted Amount (Basic Rate Only) |
| 81 | Add GST at 18% of Quoted Amount |
| 82 | Total Value of Quoted Amount including 18% of GST |
| 83 | Basic cost of value put to tender as per Estimate |
| 84 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Aug 18, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 11, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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