Strengthening, Improvements To Riding Quality, Cc Drains, Protective Works, Construction Of Drain, Construction Of Retaining Walls And Construction Of Breast Wall In The Government Roads Of Coonoor (H), C&M Sub Division – (Cbe – 020)Road A : Strengthening
Tender Value
7.22 Crore
Estimated cost
Bid Submission
10 Aug 2023
0 days left
EMD
3.72 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
udhagamandalam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening, Improvements To Riding Quality, Cc Drains, Protective Works, Construction Of Drain, Construction Of Retaining Walls And Construction Of Breast Wall In The Government Roads Of Coonoor ( H ) , C&M Sub Division – ( Cbe – 020 ) Road A : Strengthening At Km 0 / 0 - 4 / 8 Of Kattery Selas ( Via ) Hulickal Nonsuch Road Including Cc Drain And Protective Works At Km 1 / 0 - 2 / 2 & 2 / 10. Road B : Improvements To Riding Quality At Km 0 / 0 - 2 / 2 Of Halakkarai Road.Road C : Construction Of Drain At Km 0 / 0 - 1 / 0, 1 / 4 - 2 / 6, 3 / 0 - 4 / 0, 4 / 4 - 5 / 2 Of Kekkatty Sogathorai ( Via ) Kethorai Road Including Protective Works At Km 0 / 4, 0 / 6 & 5 / 2. Road D : Construction Of Retaining Wall At Km 1 / 2 Of Jegathala Road. Road E : Construction Of Retaining Wall At Km 3 / 10 Of Wellington Kotagiri Road Including Breast Wall At Km 4 / 4 & 4 / 6. Road F : Construction Of Retaining Wall At Km 0 / 4 Of Barlows Road Including Cc Drain. Road G : Construction Of Retaining Wall At Km 2 / 8 Of Yellanhalli Mynala Road. Road H : Construction Of Drain At Km 0 / 0 - 1 / 0 Of Lovedale Ketty ( Via ) Achanakkal Road Including Protective Wall At Km 0 / 4
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification for high berms cutting (Morth No. 111, 112, 301, 305, 900) |
| 2 | Road C |
| 3 | Road D |
| 4 | Road E |
| 5 | Road F |
| 6 | Road G |
| 7 | Road H |
| 8 | Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel stoney, earth etc., and depositing on bank with all leads and lifts and all other incidental charges complete as per standard specification For Drain (Morth No. 111, 112, 304) |
| 9 | Road C |
| 10 | Road F |
| 11 | Road H |
| 12 | 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 and Wedge (Morth No. 111, 112, 304) |
| 13 | Road C |
| 14 | Road D |
| 15 | Road E |
| 16 | Road F |
| 17 | Road G |
| 18 | Road H |
| 19 | Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the conveying the Milled waste materials to an average distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers (Morth No. 111, 112, 202) |
| 20 | Road A |
| 21 | Bituminous Macadam Providing and laying bituminous macadam with Mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surfaceusing manual labourto the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504of MORTH Specification - Grading II (Table 500-7) for patch work.(Morth No. 111, 112, 501, 504, 900, 3004) |
| 22 | Road B |
| 23 | Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504of MORTH Specification - Grading II (Table 500-7). (Morth No. 111, 112, 504, 900) |
| 24 | Road B |
| 25 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces(Morth No. 111, 112, 501, 502, 900) |
| 26 | Road A |
| 27 | Road B |
| 28 | Bituminous Concrete (Table500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II(Morth No. 111, 112, 501, 507, 900) |
| 29 | Road A |
| 30 | Road B |
| 31 | Vibrated Cement Concrete (1:3:6 Nominal Mix) using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges forlaying, compacting curing, all incidental charges complete for levelling course for Retaining Wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 32 | Road C |
| 33 | Road D |
| 34 | Road E |
| 35 | Road F |
| 36 | Road G |
| 37 | Road H |
| 38 | Vibrated cement concrete M20 nominal mix using 40mmISS HBG metal including cost and conveyance of all materials to site includingcement to be procured and supplied by the contractor at site including formwork and centering,soft water,labour charges for mixing,transporting and placing in positionvibrating, compacting, finishing and curinghire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Foundation Retaining wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 39 | Road C |
| 40 | Road D |
| 41 | Road E |
| 42 | Road F |
| 43 | Road G |
| 44 | Road H |
| 45 | Vibrated cement concrete M20 nominal mix using 40mmISS HBG metal including cost and conveyance of all materials to site includingcement to be procured and supplied by the contractor at site including formwork and centering,soft water,labour charges for mixing,transporting and placing in positionvibrating, compacting, finishing and curinghire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Retaining wall body wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 46 | Road C |
| 47 | Road D |
| 48 | Road E |
| 49 | Road F |
| 50 | Road G |
| 51 | Road H |
| 52 | Vibrated Cement Concrete 1:2:4 Nominal mixusing 40 mm ISSHBG metal including cost and conveyance of all materials to site,Complying to the required standardspecifications including labour forlaying watering, curing and compacting vibrator charges and all other incidental charges etc., completeFor Parapets (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 53 | Road C |
| 54 | Road D |
| 55 | Road E |
| 56 | Road F |
| 57 | Road G |
| 58 | 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) |
| 59 | Road C |
| 60 | Road D |
| 61 | Road E |
| 62 | Road F |
| 63 | Road G |
| 64 | Supply of NP 4 class RCC, 1000mm diahume pipes of 2.50 m length confirming to IS 458 / 1989 costof pipeincluding all other incidental charges , testing charges including Loading and Unloading transport and delivery in good condition at work site as directed by the departmentalofficers etc., Complete FOR PIPE CULVERT.(Morth No. 2900, 900) |
| 65 | Road F |
| 66 | Hoisting andFixing of1000 mm dia pipesto proper gradient including all Labour charges and all other incidental charges etc., Complete FOR PIPE CULVERT. (Morth No 2904, 2905, 2906) |
| 67 | Road F |
| 68 | 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. |
| 69 | Road C |
| 70 | Road D |
| 71 | Road E |
| 72 | Road F |
| 73 | Road G |
| 74 | Road H |
| 75 | 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) |
| 76 | Road C |
| 77 | Road D |
| 78 | Road E |
| 79 | Road F |
| 80 | Road G |
| 81 | Road H |
| 82 | Vibrated Cement Concrete 1:2:4 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting and all other incidental charges etc., complete. FOR BASE COURSE TO DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 83 | Road C |
| 84 | Road F |
| 85 | Road H |
| 86 | Vibrated Cement Concrete M20 nominal mix using 20mm and 12 mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting vibrator charges and all other incidental charges etc., complete.for DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 87 | Road C |
| 88 | Road F |
| 89 | Road H |
| 90 | Sub Estimate CC Drain |
| 91 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification for high berms cutting (Morth No. 111, 112, 301, 305, 900) |
| 92 | Road A |
| 93 | Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel stoney, earth etc., and depositing on bank with all leads and lifts and all other incidental charges complete as per standard specification For Drain (Morth No. 111, 112, 304) |
| 94 | Road A |
| 95 | Vibrated Cement Concrete 1:2:4nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting and all other incidental charges etc., complete. FOR BASE COURSE TO DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 96 | Road A |
| 97 | Vibrated Cement Concrete M20 mix using 20mm and 12 mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting vibrator charges and all other incidental charges etc., complete.forDRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 98 | Road A |
| 99 | Sub Estimate Retaining wall |
| 100 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification for high berms cutting (Morth No. 111, 112, 301, 305, 900) |
| 101 | Road A |
| 102 | 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 and Wedge (Morth No. 111, 112, 304) |
| 103 | Road A |
| 104 | Vibrated Cement Concrete (1:3:6 Nominal Mix) using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges forlaying, compacting curing, all incidental charges complete for levelling course for Retaining Wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 105 | Road A |
| 106 | Vibrated cement concrete M20 nominal mix using 40mmISS HBG metal including cost and conveyance of all materials to site includingcement to be procured and supplied by the contractor at site including formwork and centering,soft water,labour charges for mixing,transporting and placing in positionvibrating, compacting, finishing and curinghire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Foundation Retaining wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 107 | Road A |
| 108 | Vibrated cement concrete M20 nominal mix using 40mmISS HBG metal including cost and conveyance of all materials to site includingcement to be procured and supplied by the contractor at site including formwork and centering,soft water,labour charges for mixing,transporting and placing in positionvibrating, compacting, finishing and curinghire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Retaining wall body wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 109 | Road A |
| 110 | Vibrated Cement Concrete 1:2:4 Nominal mixusing 40 mm ISSHBG metal including cost and conveyance of all materials to site,Complying to the required standardspecifications including labour forlaying watering, curing and compacting vibrator charges and all other incidental charges etc., completeFor Parapets (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 111 | Road A |
| 112 | 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. |
| 113 | Road A |
| 114 | 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) |
| 115 | Road A |
| 116 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 117 | Basic cost of value put to tender as per estimate |
| 118 | Add GST at 18% |
| 119 | Total Value put to Tender |
| 120 | Differnce Amount (Excess/less) |
| 121 | Quoted Amount (Basic Rate Only) |
| 122 | Add GST at 18% of Quoted Amount |
| 123 | Total Value of Quoted Amount including 18% of GST |
| 124 | Basic cost of value put to tender as per Estimate |
| 125 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Jul 22, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 11, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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