Tender For Widening From Single Lane To Intermediate Lane And Strengtheningatkm5/8-10/0Ofpasuvanthanai- Osanoothu-S.Kailasapuram Road Including Reconstruction Of Box Culvert At Km 6/2, 6/8, 7/8 (Tnv 54)Road A : Widening From Single Lane To Intermediate La
Tender Value
Ref. Documents
Estimated cost
Bid Submission
21 Aug 2023
0 days left
EMD
2.25 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
ottapidaram → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening From Single Lane To Intermediate Lane And Strengtheningatkm5 / 8-10 / 0Ofpasuvanthanai- Osanoothu-S.Kailasapuram Road Including Reconstruction Of Box Culvert At Km 6 / 2, 6 / 8, 7 / 8 ( Tnv 54 ) Road A : Widening From Single Lane To Intermediate Lane And Strengtheningatkm5 / 8-10 / 0Ofpasuvanthanai- Osanoothu-S.Kailasapuram Road Including Reconstruction Of Box Culvert At Km 6 / 2, 6 / 8, 7 / 8
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 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 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 16 | Road A |
| 17 | Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over CONCRETE surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 18 | Road A |
| 19 | 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 directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900. |
| 20 | Road A |
| 21 | Dense 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 directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 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, 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. |
| 24 | Road A |
| 25 | 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 |
| 26 | Road A |
| 27 | Dismantling the existing Random Rubble 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. |
| 28 | Road A 6/2 |
| 29 | Road A 6/8 |
| 30 | Road A 7/8 |
| 31 | Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL. |
| 32 | Road A 6/2 |
| 33 | Road A 6/8 |
| 34 | Road A 7/8 |
| 35 | Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT |
| 36 | Road A 6/2 |
| 37 | Road A 6/8 |
| 38 | Road A 7/8 |
| 39 | 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. |
| 40 | Road A 6/2 |
| 41 | Road A 6/8 |
| 42 | Road A 7/8 |
| 43 | 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. |
| 44 | Road A 6/2 |
| 45 | Road A 6/8 |
| 46 | Road A 7/8 |
| 47 | Vibrated 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. |
| 48 | Road A 6/2 |
| 49 | Road A 6/8 |
| 50 | Road A 7/8 |
| 51 | 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. |
| 52 | Road A 6/2 |
| 53 | Road A 6/8 |
| 54 | Road A 7/8 |
| 55 | Vibrated Cement Concrete M20 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. |
| 56 | Road A 6/2 |
| 57 | Road A 6/8 |
| 58 | Road A 7/8 |
| 59 | VibratedCement Concrete of grade M20 Nominal Mix, 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. |
| 60 | Road A 6/2 |
| 61 | Road A 6/8 |
| 62 | Road A 7/8 |
| 63 | VibratedCement Concrete of grade M20 Nominal Mix, 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 |
| 64 | Road A 6/2 |
| 65 | Road A 6/8 |
| 66 | Road A 7/8 |
| 67 | VibratedCement Concrete of grade M20 Nominal Mix, 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 |
| 68 | Road A 6/2 |
| 69 | Road A 6/8 |
| 70 | Road A 7/8 |
| 71 | 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 for 95% compacion. |
| 72 | Road A 6/2 |
| 73 | Road A 6/8 |
| 74 | Road A 7/8 |
| 75 | 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 for 97% compaction. |
| 76 | Road A 6/2 |
| 77 | Road A 6/8 |
| 78 | Road A 7/8 |
| 79 | Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipeas 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 departmentalofficers etc., complete. |
| 80 | Road A 6/2 |
| 81 | Road A 6/8 |
| 82 | Road A 7/8 |
| 83 | Providing andlaying Gravel soling forspecifiedthick 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 ROAD |
| 84 | Road A 6/2 |
| 85 | Road A 6/8 |
| 86 | Road A 7/8 |
| 87 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 88 | Basic cost of value put to tender as per estimate |
| 89 | Add GST at 18% |
| 90 | Total Value put to Tender |
| 91 | Negotiated Percentage |
| 92 | Final Negotiated Value |
| 93 | Add GST at 18% of Final Negotiated Value |
| 94 | Total Value of Contract Including 18% of GST |
| 95 | Basic cost of value put to tender as per Estimate |
| 96 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Aug 09, 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
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender