Tender For Tnv 14 Shenkottai H C And M Sub Division
Tender Value
7.43 Crore
Estimated cost
Bid Submission
21 Nov 2022
0 days left
EMD
3.84 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
shenkottai → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tnv 14 Shenkottai H C And M Sub Division Strengthening , Impts To Riding Quality And Construction Of Box Culvert In Govt Roads Of Shenkottai Hc And M Sub Division Tnv 14
BOQ
| Sl. No. | Item Description |
| 1 | (Milling) Charges for Cutting the B.T surface to 5 to 7cm depth using milling machine, conveying the Milled waste materials to atleast for 20km 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 |
| 2 | Road - A |
| 3 | Road - C |
| 4 | Road - D |
| 5 | Road - E |
| 6 | 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-VMaterial |
| 7 | Road - B ( Approch Road) |
| 8 | 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. |
| 9 | Road - B ( Approch Road) |
| 10 | 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 . |
| 11 | Road - B ( Approch Road) |
| 12 | 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. |
| 13 | Road - B ( Approch Road) |
| 14 | TackCoat-Providingandapplyingtackcoatwithbitumenemulsion (RS-I type) usingemulsionpressuredistributor atthe rateof 0.20kg per sqmonthepreparedbituminous/granularsurfacecleanedwith mechanicalbroomas perclause 503- overbituminous surfacesas per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 15 | Road - A |
| 16 | Road - B |
| 17 | Road - C |
| 18 | Road - D |
| 19 | Road - E |
| 20 | TackCoat-Providingandapplyingtackcoatwithbitumenemulsion (RS-I type) usingemulsionpressuredistributor atthe rateof 0.30kg per sqmonthepreparedbituminous/granularsurfacecleanedwith mechanicalbroomas perclause 503- overdry lean cement concrete surfacesas per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 21 | Road - B |
| 22 | Bituminous Macadam (Providing and laying 50mm 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 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900. |
| 23 | Road - B |
| 24 | Road - B ( Approch Road) |
| 25 | Road - C |
| 26 | Road - D |
| 27 | Road - E |
| 28 | 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 40) 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 II |
| 29 | Road - A |
| 30 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixedwith 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. |
| 31 | Road - B |
| 32 | Road - B ( Approch Road) |
| 33 | Road - C |
| 34 | Road - D |
| 35 | Road - E |
| 36 | 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 40) at percentage specified by JMF 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, 507 & 900. |
| 37 | Road - A |
| 38 | 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 for making up Berms using Side Earth by Power Roller as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900 |
| 39 | Road - A |
| 40 | Road - B |
| 41 | Road - C |
| 42 | Road - D |
| 43 | Road - E |
| 44 | 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 for Foundation of Box culvert and Return wall. |
| 45 | Road - B |
| 46 | Plain Cement Concrete of Grade 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 relevant standard specifications for Levelling course of Box culvert. |
| 47 | Road - B |
| 48 | VibratedCement concree of grade M25 gradedusing 20mm ISS HBG metal including cost and conveyance of all materials to site inclduing cost of cement at site but excluding cost and fabrication of steel including cost of formwork, softwater, labour charges for mixing transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., complete for Bottom Slab of Box culvert. |
| 49 | Road - B |
| 50 | VibratedCement concree of grade M25 gradedusing 20mm ISS HBG metal including cost and conveyance of all materials to site inclduing cost of cement at site but excluding cost and fabrication of steel including cost of formwork, softwater, labour charges for mixing transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., complete for Body wall of Box culvert. |
| 51 | Road - B |
| 52 | VibratedCement concree of grade M25 gradedusing 20mm ISS HBG metal including cost and conveyance of all materials to site inclduing cost of cement at site but excluding cost and fabrication of steel including cost of formwork, softwater, labour charges for mixing transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., complete for Top Slab of Box culvert. |
| 53 | Road - B |
| 54 | Supply and fabrication ofFe-500steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning the rods straightening cutting, bending tying grills, including overlapping to the required lenght whenever necessry 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 chrges etc., complete as per standard specifications Fe-500 grade. |
| 55 | Road - B |
| 56 | VibratedCement concree of grade M20 gradedusing 40mm ISS HBG metal including cost and conveyance of all materials to site inclduing cost of cement at site but excluding cost and fabrication of steel including cost of formwork, softwater, labour charges for mixing transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., complete for Parapet. |
| 57 | Road - B |
| 58 | VibratedCement concree of grade M20 gradedusing 40mm ISS HBG metal including cost and conveyance of all materials to site inclduing cost of cement at site but excluding cost and fabrication of steel including cost of formwork, softwater, labour charges for mixing transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for Footings of Return wall |
| 59 | Road - B |
| 60 | VibratedCement concree of grade M20 gradedusing 40mm ISS HBG metal including cost and conveyance of all materials to site inclduing cost of cement at site but excluding cost and fabrication of steel including cost of formwork, softwater, labour charges for mixing transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for Stem of Return wall - Below sill level |
| 61 | Road - B |
| 62 | VibratedCement concree of grade M20 gradedusing 40mm ISS HBG metal including cost and conveyance of all materials to site inclduing cost of cement at site but excluding cost and fabrication of steel including cost of formwork, softwater, labour charges for mixing transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for Stem of Return wall - Above sill level |
| 63 | Road - B |
| 64 | 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 for Carted Earth with a lead of 5km for formation of Diversion road for 95% compaction |
| 65 | Road - B |
| 66 | 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 for Carted Earth with a lead of 5km for formation of Diversion road for 97% compaction and for approach road on both sides of culvert |
| 67 | Road - B |
| 68 | Supply and Hoisting of NP3 class RCC 1000 mm dia pipes supplied by the contractor at his own cost specified below confirming to IS 458 / 1989 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 departmental officers etc., complete |
| 69 | Road - B |
| 70 | 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 conveyance 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. |
| 71 | Road - B |
| 72 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 73 | Basic cost of value put to tender as per estimate |
| 74 | Add GST at 18% |
| 75 | Total Value put to Tender |
| 76 | Negotiated Percentage |
| 77 | Final Negotiated Value |
| 78 | Add GST at 18% of Final Negotiated Value |
| 79 | Total Value of Contract Including 18% of GST |
| 80 | Basic cost of value put to tender as per Estimate |
| 81 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Oct 19, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 22, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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