Tender For Widening From Single Lane To Intermediate Lane And Strengthening At Km 7/2 - 10/0, 11/250 - 12/6, 14/8 - 15/6 Of Vilathikulam-Perunali Road Including Cd Works At Km 7/8, 7/10, 8/2, 9/6, 15/2 (Tnv 48)Road A : Widening From Single Lane To Interme
Tender Value
Ref. Documents
Estimated cost
Bid Submission
21 Aug 2023
0 days left
EMD
3.25 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
vilathikulam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening From Single Lane To Intermediate Lane And Strengthening At Km 7 / 2 - 10 / 0, 11 / 250 - 12 / 6, 14 / 8 - 15 / 6 Of Vilathikulam-Perunali Road Including Cd Works At Km 7 / 8, 7 / 10, 8 / 2, 9 / 6, 15 / 2 ( Tnv 48 ) Road A : Widening From Single Lane To Intermediate Lane And Strengthening At Km 7 / 2 - 10 / 0, 11 / 250 - 12 / 6, 14 / 8 - 15 / 6 Of Vilathikulam-Perunali Road Including Cd Works At Km 7 / 8, 7 / 10, 8 / 2, 9 / 6, 15 / 2
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 picking and all othertools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202 |
| 2 | Road A |
| 3 | 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, materials tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer as per Box Cutting |
| 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 401 ) - for grading-V Material for widening portion. |
| 6 | Road A |
| 7 | 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 401 ) - for grading-IIIMaterial for widening portion. |
| 8 | Road A |
| 9 | 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) as per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 10 | Road A |
| 11 | 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) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 . |
| 12 | Road A |
| 13 | 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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900. |
| 14 | Road A |
| 15 | Tack Coat - Providing and applying tack coat over dry lean cement concrete surface using 3.00 Kg bitumen emulsion (RS-I type) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges,rentals for machinary,fuel and all other incidental charges etc.,,complete as per clause 503 of MORTH Rev. V |
| 16 | Road A |
| 17 | Dense 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 JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading I |
| 18 | Road A |
| 19 | 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900. |
| 20 | Road A |
| 21 | Excavation including removal and satisfactory disposal of all materials 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.a. Formation of embankment using Box Cut Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900 |
| 22 | Road A |
| 23 | Excavation including removal and satisfactory disposal of all materials 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.a. Formation of embankment usingCarted Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900 |
| 24 | Road A |
| 25 | Box Culvert |
| 26 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.. as per MORTH Rev V Clause No.111,112 & 202 Dismantling Plain Cement Concrete |
| 27 | Road A3 |
| 28 | Road A5 |
| 29 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.. as per MORTH Rev V Clause No.111,112 & 202 Dismantling Random Rubble Masonry |
| 30 | Road A1 |
| 31 | Road A4 |
| 32 | Dismantling the existing RCC Slab 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. |
| 33 | Road A1 |
| 34 | Earthwork excavation in all classes of soil except Kankar / Soft disintegrated rock not requiring blasting, medium rockand hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT AND RETURN WALL. |
| 35 | Road A1 |
| 36 | Road A3 |
| 37 | Road A4 |
| 38 | Road A5 |
| 39 | PlainCement Concrete of grade M20 Nominal Mix, 1:1.5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE OF BOX CULVERT AND RETURN WALL. |
| 40 | Road A1 |
| 41 | Road A3 |
| 42 | Road A4 |
| 43 | Road A5 |
| 44 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BOTTOM SLAB OF BOX CULVERT. |
| 45 | Road A1 |
| 46 | Road A3 |
| 47 | Road A4 |
| 48 | Road A5 |
| 49 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BOX CULVERT. |
| 50 | Road A1 |
| 51 | Road A3 |
| 52 | Road A4 |
| 53 | Road A5 |
| 54 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 TOP SLAB OF BOX CULVERT. |
| 55 | Road A1 |
| 56 | Road A3 |
| 57 | Road A4 |
| 58 | Road A5 |
| 59 | Supply and fabrication of steel Grade Fe-500 / 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. |
| 60 | Road A1 |
| 61 | Road A3 |
| 62 | Road A4 |
| 63 | Road A5 |
| 64 | VibratedCement Concrete of grade M20 Nominal Mix, 1:1:5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete and all incidental charges etc., Complete for Parapet |
| 65 | Road A1 |
| 66 | Road A3 |
| 67 | Road A4 |
| 68 | Road A5 |
| 69 | VibratedCement Concrete of grade M20 Nominal Mix, 1:1:5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL. |
| 70 | Road A1 |
| 71 | Road A3 |
| 72 | Road A4 |
| 73 | Road A5 |
| 74 | VibratedCement Concrete of grade M20 Nominal Mix, 1:1.5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL - BELOW SILL LEVEL |
| 75 | Road A1 |
| 76 | Road A3 |
| 77 | Road A4 |
| 78 | Road A5 |
| 79 | VibratedCement Concrete of grade M20 Nominal Mix, 1:1.5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL - ABOVE SILL LEVEL |
| 80 | Road A1 |
| 81 | Road A3 |
| 82 | Road A4 |
| 83 | Road A5 |
| 84 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road 95% |
| 85 | Road A1 |
| 86 | Road A3 |
| 87 | Road A4 |
| 88 | Road A5 |
| 89 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for gravel for formation of Diversion Road 97% |
| 90 | Road A1 |
| 91 | Road A3 |
| 92 | Road A4 |
| 93 | Road A5 |
| 94 | Supply and hoisting of RCC NP3 class pipes of 1000mm dia standard length supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished workincluding all other incidental charges, testing charges, including loading and unloading, transport and delivery in good condition at work site as directed by the departmental officers etc., complete as per MORTH specication Rev. V for forming forDiversion Road |
| 95 | Road A1 |
| 96 | Road A3 |
| 97 | Road A4 |
| 98 | Road A5 |
| 99 | Providing and Laying Gravel Soling for Specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyence of material,laying in accordance with the requirements and specification.The materials shall be laid in one or more layers as sub - base according to the line and grade and cross action shown in the drawing or as directed by the Engineers For Diversion Road |
| 100 | Road A1 |
| 101 | Road A3 |
| 102 | Road A4 |
| 103 | Road A5 |
| 104 | Sub Estimate For Pipe Culvert |
| 105 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.. as per MORTH Rev V Clause No.111,112 & 202Dismantling existing Plain cement concrete |
| 106 | Road A2 |
| 107 | Earth work excavation in all classes of soils excepthard rock requiring blasting and depositing on bank with all leads and liftsas per SS 20 B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious mattter and obstructions, bottom of excavation back filling clearing up the site and disposal of all trimming of surplus materials etc. complete as per standard specification for foundation of body wall |
| 108 | Road A2 |
| 109 | Earth work excavation in all classes of soils excepthard rock requiring blasting and depositing on bank with all leads and liftsas per SS 20 B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious mattter and obstructions, bottom of excavation back filling clearing up the site and disposal of all trimming of surplus materials etc. complete as per standard specification for foundation ofpipes. |
| 110 | Road A2 |
| 111 | Plain Cement Concrete M10-1:3:6 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Levelling course below the body Wall |
| 112 | Road A2 |
| 113 | Vibrated Cement Concrete M20 1:1.5:3 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall. |
| 114 | Road A2 |
| 115 | Supply of NP3 Class 1000mm dia RCC Pipe confirming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading , transport and delivery in good condition at work site etc.., complete, as directed by the Departmental Officers, as per standard Specifications. |
| 116 | Road A2 |
| 117 | Hoisting and fixing of NP3 class 1000mm dia RCC Pipe and Collars in proper gradient including all labour charges and all other incidental charges etc.., complete as directed by the Departmental Officers, as per Standard Specifications. |
| 118 | Road A2 |
| 119 | GRAVEL FILLING in between body wall with clean good grity gravel including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimummoisture content to get the maximum density andall incidental charges etc. complete. |
| 120 | Road A2 |
| 121 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 122 | Basic cost of value put to tender as per estimate |
| 123 | Add GST at 18% |
| 124 | Total Value put to Tender |
| 125 | Negotiated Percentage |
| 126 | Final Negotiated Value |
| 127 | Add GST at 18% of Final Negotiated Value |
| 128 | Total Value of Contract Including 18% of GST |
| 129 | Basic cost of value put to tender as per Estimate |
| 130 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Aug 08, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 22, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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