Tender For Widening From Single Lane To Intermediate Lane And Strengthening At Km 0/0 - 2/0, 3/8 - 7/0 Of Irukkanthurai - Sanganapuram Road Including Reconstruction Of Culvert At Km 0/6 (I), (Ii), 0/10, 1/10, 3/10, 4/2, 4/8, 5/4(I), (Ii) & 5/10 (Tnv-60)
Tender Value
8.15 Crore
Estimated cost
Bid Submission
22 Nov 2023
0 days left
EMD
4.20 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
radhapuram → 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 0 / 0 - 2 / 0, 3 / 8 - 7 / 0 Of Irukkanthurai - Sanganapuram Road Including Reconstruction Of Culvert At Km 0 / 6 ( I ) , ( Ii ) , 0 / 10, 1 / 10, 3 / 10, 4 / 2, 4 / 8, 5 / 4 ( I ) , ( Ii ) & 5 / 10 ( Tnv-60 )
BOQ
| Sl. No. | Item Description |
| 1 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the samefor reuseincluding all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3& 501. |
| 2 | Road A |
| 3 | Road A - Junction Improvement |
| 4 | Excavation for Roadway and Drainage. Excavation including removal and satisfactory disposal of all materials 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 a sindicated by the Engineer as per SS20B for 97% Compaction for making up Berms MORTH Rev.V Clause No.111,112,301 to 305. a)Box Cutting for widening portion. |
| 5 | Road A |
| 6 | Road A - Junction Improvement |
| 7 | Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying spreding , watering etc., complete as directed by the departmental engineers for making up of low berms |
| 8 | Road A |
| 9 | Carted Earth in behind the wall depositing on bank with all leads and lifts as per SS20B 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 excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification111,112,304 (CBR - 8 and Lead of -5km) |
| 10 | Road A |
| 11 | 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 preparedsurfaceandcompactingwithvibratorypower rollertoachievethedesireddensity,completeasper clause 401 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 12 | Road A |
| 13 | Road A - Junction Improvement |
| 14 | 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 preparedsurfaceandcompactingwithvibratorypower rollertoachievethedesireddensity,completeasper clause 401 ) - for grading- III Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 15 | Road A |
| 16 | Road A - Junction Improvement |
| 17 | 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. |
| 18 | Road A |
| 19 | Road A - Junction Improvement |
| 20 | 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 as per MORTH Rev. V Clause No. 111,112,501,502 &900 . |
| 21 | Road A |
| 22 | Road A - Junction Improvement |
| 23 | 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 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. |
| 24 | Road A |
| 25 | Road A - Junction Improvement |
| 26 | 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 Concrete surface cleaned with mechanical broom as per clause 503 - over Concrete surface as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 27 | Road A - Box Culvert |
| 28 | 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. |
| 29 | Road A |
| 30 | Road A - Junction Improvement |
| 31 | Dense Graded Bituminous Macadam (Providing and laying Dense Graded 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. |
| 32 | Road A |
| 33 | 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. |
| 34 | Road A |
| 35 | Road A - Junction Improvement |
| 36 | Bituminous Concrete (Table 500-17) (Providing and laying 0f 50mm thickness 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 I as per MORTH Rev. V Clause No. 111, 112, 501,507 & 900. |
| 37 | Road A - Box Culvert |
| 38 | Dismantling of Existing RR masonry including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged pipe culvert and Box culvert |
| 39 | Road A - Box Culvert |
| 40 | Removing theCutstoneSlab including all labour and other incidental charges wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged Cutstone slab and Box culvert |
| 41 | Road A - Box Culvert |
| 42 | 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 for FOUNDATION OF BOX CULVERT, RETURN WALL AND BREAST WALL. |
| 43 | Road A - Box Culvert |
| 44 | Road A - Breast Wall |
| 45 | Plain Cement Concrete M20 gradeusing 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT |
| 46 | Road A - Box Culvert |
| 47 | 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 BOX CULVERT. |
| 48 | Road A - Box Culvert |
| 49 | Vibrated Cement Concrete M20 gradeusing 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTINGS OF RETURN WALL AND BREAST WALL |
| 50 | Road A - Box Culvert |
| 51 | Road A - Breast Wall |
| 52 | Vibrated Cement Concrete M20 gradeusing 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETURN WALL AND BREAST WALL (below sill level) |
| 53 | Road A - Box Culvert |
| 54 | Road A - Breast Wall |
| 55 | Vibrated Cement Concrete M20 grademix using 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETURN WALL AND BREAST WALL (above sill level) |
| 56 | Road A - Box Culvert |
| 57 | Road A - Breast Wall |
| 58 | 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. |
| 59 | Road A - Box Culvert |
| 60 | 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. |
| 61 | Road A - Box Culvert |
| 62 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 63 | Basic cost of value put to tender as per estimate |
| 64 | Add GST at 18% |
| 65 | Total Value put to Tender |
| 66 | Negotiated Percentage |
| 67 | Final Negotiated Value |
| 68 | Add GST at 18% of Final Negotiated Value |
| 69 | Total Value of Contract Including 18% of GST |
| 70 | Basic cost of value put to tender as per Estimate |
| 71 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Nov 06, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedNov 22, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 23, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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