Widening From Single Lane To Intermediate Lane And Strengthening, Improvements To Riding Qualityand Cd Works In The Government Roads Of Thalavady (H), C&M Sub Division – (Cbe – 006)A) Widening From Single Lane To Intermediate Lane And Strengthening At Km
Tender Value
6.01 Crore
Estimated cost
Bid Submission
10 Aug 2023
0 days left
EMD
3.11 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 Qualityand Cd Works In The Government Roads Of Thalavady ( H ) , C&M Sub Division – ( Cbe – 006 ) A ) Widening From Single Lane To Intermediate Lane And Strengthening At Km 0 / 0 - 3 / 6, 5 / 0 - 6 / 0 Of Palayam-Sothanpuram Road Including Cd Worksb ) Improvements To Riding Quality At Km 0 / 0 - 1 / 8 Of Gettavadi-Panahalli
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. (Morth No. 111, 112, 202) |
| 2 | Road A |
| 3 | Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification. For box cutting.(Morth No. 111, 112, 301, 305, 900) |
| 4 | Road A |
| 5 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401of MORTH Specification- for grading- VMaterial(Morth No. 111, 112, 401, 900) |
| 6 | Road A |
| 7 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.(Morth No. 111, 112, 406, 900) |
| 8 | Road A |
| 9 | 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) |
| 10 | Road A |
| 11 | Road B |
| 12 | Prime coat Providing and applying primer coat with bitumen emulsion(SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM(Morth No. 111, 112, 501, 502, 900) |
| 13 | Road A |
| 14 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer(Morth No. 111, 112, 501, 502, 900) |
| 15 | Road A |
| 16 | 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) |
| 17 | Road A |
| 18 | Road B |
| 19 | 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 surfaceusing paver finisherto 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, 501, 504, 900, 3004) |
| 20 | Road B |
| 21 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling as per clause 501.6 and 501.7 to achieve the desired compaction of MoRTH specification clause No.505 Grading I(Morth No. 111, 112, 501, 505, 900) |
| 22 | Road A |
| 23 | 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) |
| 24 | Road A |
| 25 | Road B |
| 26 | Excavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification.For making up berms using Box cutearthincluding consolidation for Compaction Hire and labour only(Morth No. 111, 112, 301, 305,900) |
| 27 | Road A |
| 28 | Excavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification.For making up berms using cartedearthincluding consolidation for Compaction Hire and labour only(Morth No. 111, 112, 301, 305,900) |
| 29 | Road B |
| 30 | BOX CULVERT |
| 31 | Dismantling the the existing RR Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 32 | Road A |
| 33 | Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20 B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of box culvert (Morth No. 111, 112, 304) |
| 34 | Road A |
| 35 | 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 . |
| 36 | Road A |
| 37 | Vibrated Cement Concrete 1:2:4nominal 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 Foundation leveling course |
| 38 | Road A |
| 39 | Vibrated reinforced cement concrete grade M25 Design mixusing ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental chargesetc. complete for box culvert.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 40 | Road A |
| 41 | Supply and fabrication of Steel GradeFe 500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc.complete as per standard specification(Morth No. 1000, 1500, 1600, 900) |
| 42 | Road A |
| 43 | Vibrated Cement Concrete M20 Nominal 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 Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 44 | Road A |
| 45 | Vibrated Cement Concrete M20 Nominal 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 for Stem Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 46 | Road A |
| 47 | Vibrated Cement Concrete 1:2:4 nominal 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 CC Parapit (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 48 | Road A |
| 49 | Vibrated Reinforced cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in positionincluding cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB. |
| 50 | Road A |
| 51 | Refilling behind Retaining wall using excavated earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete FOR RETAINIG WALL(Morth No. 304, 900) |
| 52 | Road A |
| 53 | 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 100 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. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 54 | Road A |
| 55 | Pipe Culvert |
| 56 | 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 for Foundation SS20B (Morth No. 111,112,304) |
| 57 | Road A |
| 58 | Vibrated Cement Concrete M20 Nominal 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/Below Sill Level (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 59 | Road A |
| 60 | Vibrated Cement Concrete M20 Nominal 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 Above Sill Level (Morth No. 111, 112, 1000, 1500, 1700,2200, 900) |
| 61 | Road A |
| 62 | Supply of NP 4 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost 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) |
| 63 | Road A |
| 64 | Hoisting and fixing of 1000mm dia pipes and collars proper gradient including all labour charges and all other incidental charges etc., complete (Morth No 2904, 2905, 2906) |
| 65 | Road A |
| 66 | Refilling behind body wall using Excavated earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete FOR Pipe Culvert(Morth No. 304, 900) |
| 67 | Road A |
| 68 | Vibrated Cement Concrete 1:2:4 nominal mixusing 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for footings of abutment and wings - PCC Parapets (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 69 | Road A |
| 70 | RETAINING WALL |
| 71 | 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 for Foundation SS20B FOUNDATION OF RETAINING WALLS. (Morth No. 111, 112, 304) |
| 72 | Road A |
| 73 | Vibrated Cement Concrete M20 Nominal 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 Below sill of Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 74 | Road A |
| 75 | Vibrated Cement Concrete M20 Nominal mix using40mm & below ISS HBGmetal 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 Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 76 | Road A |
| 77 | 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 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 Parapet (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 78 | Road A |
| 79 | 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 100 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. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 80 | Road A |
| 81 | Refilling behind body wall using Excavated earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete FOR RETAINIG WALL(Morth No. 304, 900) |
| 82 | Road A |
| 83 | Refilling behind body wall using Site earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete FOR RETAINIG WALL(Morth No. 304, 900) |
| 84 | Road A |
| 85 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 86 | Basic cost of value put to tender as per estimate |
| 87 | Add GST at 18% |
| 88 | Total Value put to Tender |
| 89 | Differnce Amount (Excess/less) |
| 90 | Quoted Amount (Basic Rate Only) |
| 91 | Add GST at 18% of Quoted Amount |
| 92 | Total Value of Quoted Amount including 18% of GST |
| 93 | Basic cost of value put to tender as per Estimate |
| 94 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Jul 21, 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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