Educational and Research Institute Boards / Undertakings / PSU Closing in 0 days TDR #31018085

Improvement Such As Widening And Strengthening Of Jashipur-Raruan Road ( Odr ) From 0 / 000 Km To 21 / 068 Km In The District Of Mayurbhanj Under State Plan

Issued by Boards / Undertakings / PSU · rairangpur, Odisha
Tender Value
25.57 Crore
Estimated cost
Bid Submission
28 Feb 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
rairangpur → Odisha
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Improvement Such As Widening And Strengthening Of Jashipur-Raruan Road ( Odr ) From 0 / 000 Km To 21 / 068 Km In The District Of Mayurbhanj Under State Plan

BOQ

Name of Work: Improvement such as widening and strengthening of Jashipur-Raruan road (ODR) from 0/000 km to 21/068 km in the district of Mayurbhanj under State Plan
Sl. No. Item Description
1Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2Earth work in excavation in all kinds of soil for road works & foundation of structures with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippersas per drawing and technical specification, including setting out,dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr.and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.
3Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respectas per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
4Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect asperSection900andClause305of MoRT&H Specification for Road &Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
5Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision)& including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
6Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting with PRR to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 408of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
7Fine dressing and providing, laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts and leads upto 5 Km.and watering complete in all respect as per approved drawing and technical specificationsasperSection900andClause307of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
8Providing and laying Granular Sub-base with Grading-VI stonescreeningmaterials as per Table 400-1as perapproved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
9Providing, filling clean sand of approved quality in road work and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
10ProvidingWetMixMacadamusingcrushedstone aggregates as per approved drawing and technical specifications complete in all respect asperSection900andClause406of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
11Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respectas per Section900,Clause501.5.2&502ofMoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
12Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section900,Clause501.5.2&503ofMoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
13Providing & layingcompacted Bituminous Macadam(Grading-II ) using 60/70 grade BitumenwithHot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P,royalty etc completein all respect and as per direction of the Engineer-in-charge.
14Providing and laying compacted Semi Dense BituminousConcrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, transporting the hot mixto work site, laying with a hydrostatic paver finisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compactionas per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&HSpecificationsforRoad&Bridgeworks(4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
15Providing ,laying factory made 80 mm thick cement concrete interlocking paver blocks of M - 30 grade made by block making machine with strong vibratory compaction of approved size and shape laid over 50mm thick compacted bed of course sand layerincluding filling sand in the interstics/ joints,including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge.
16Providing & fixing RCCboundry pillar M-15 grade includingreinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering as per Section 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge.
17Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone and Hectometre stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980fixedinpositionincludingfinishingandlettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 & 2300 of MoRT&H specification for road & bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
18Hectometer Stone
19Ordinary Kilometre stone
205th Kilometre stone
21Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc.for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
22Providing and fixing R.C.C. M-15 grade guard posts of 1.00metre height and 15 cm diameter including cost of steel reinforcementfor finished item of work as per approved drawing and technical specifications complete in all respectas per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision)& including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
23Painting two coats with synthetic enamel paint over a coat of primer of approved quality and shadeat any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
24Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge.
25Providing and laying P.C.C M-20 grade in bed concrete and other structures as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700,2100 & 2200 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
26Supplying, fitting & fixing of reflective pavement marker (road studs) Acrylonitrile Butadience Styrene (ABS) plastic body of standard size having Micro Bismetic reflectors (Dual side) with impact registance, colour as approved including all cost of labour, sudries, tools & plant required for the work etc complete as per Clause 804 of specification for road & bridge works of Ministry of Road Transport & Highways ( 5th revision ) & direction of Engineer-in-Charge.
27Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting, 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawingincluding cost of all materials, labour, T&P,royalty etc completein all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67.
28Facility Infomration signs 800mmx600mm
29Cautionary Sign 900mm size triangular
30450mm x 600mm route marker sign
31Mandatory Sign 600mm dia circular
32Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheetingfixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) with areanot exceeding0.9 Sqm fixed over back support frame of minimum 35x35x3mm anglemounted on a mild steel circular pipe 65NB, firmly fixed on ground by means of properly designed foundation with M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P,royalty etc completein all respect and as per direction of the Engineer-in-charge.
33Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheetingfixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) with areaexceeding0.9 Sqm fixed over back support frame of minimum 40x40x5 mm anglemounted on two nosof mild steel circular pipe 65NB, 3.2 mm thickness & 4.50mtr total height firmly fixed on ground by means of properly designed foundation with M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P,royalty etc completein all respect and as per direction of the Engineer-in-charge.
34Earthwork in excavation of foundation of structures in all kinds of soil including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, dewatering from foundation if required complete in all respect as per approved drawing and technical specificationsasperSection900andClause 304 & 301of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision)& including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
35Providing and layingPlain cement concrete of grade M-15 in foundation as levelling course using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregateconforming to Table 1000-1 with formwork as per Section900,1000,1500,1700, 2100of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision)& including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
36Providing and laying R.C.C M-20 grade in CD works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
37In base slab of drain
38In wall of drain
39In cover of slab of drain
40Supplying ,Cutting, Bending, Binding, Straightening, PlacingHYSD bars confirming to grade I.S.1786-1985 (Fe-500) for steel reinforcement works for finished item of works as per drawing and technical specification and as per Section.900, 1000, 1600,2100, 2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge.
41Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision)complete in all respect & as per direction of the Engineer-in-Charge.
42Providing and layingPlain cement concrete of grade M-15 in sub-structure using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregateconforming to Table 1000-1 with formwork as per Section900,1000,1500,1700, 2100of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision)& including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
43Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
44Providing and laying of metal spall backing in the rear side of toe wall,retaining wall,abutment, wing wall etc using hard broken granite stone aggregate to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of CD works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900, 2000, 2500 (Clause 2504.2.2) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
45Providing and laying R.C.C M-25 grade in Box culvertsas per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
46In foundation
47In Sub-structure
48In super-structure
49Dismantling of Rubble stone masonry in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofMoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
50Dismantling of Prestressed/ Reinfoced Cement Concrete Grade M-20 and above including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofMoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
51Removing all types of hume pipe including earthwork and dismantling of masonry works including T&P and scaffolding whenever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
52Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP4 hume pipesfor culverts on first class bedding of granular materialsincluding pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respectas per Section 900, 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
53Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specificationscomplete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
54Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specificationscomplete in all respect asperSection900,1000and2500of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
55Dismantling of Cement Concrete of M-10 and below including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofMoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
56Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specificationscomplete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
57Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900 & Clause 2700 & 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
58Providing and layingPlain cement concrete of grade M-15 in foundation using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregateconforming to Table 1000-1 with formwork as per Section900,1000,1500,1700, 2100of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision)& including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

AI Tender Summary

OUR REF NO 31018085
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 25.57 Crore
LAST DATE 28-02-2022
Authority
Authority Name Civil Engineering Department
Work Description Improvement Such As Widening And Strengthening Of Jashipur-Raruan Road ( Odr ) From 0 / 000 Km To 21 / 068 Km In The District Of Mayurbhanj Under State Plan
Basic Detail
Tender No CE-DPI AND R-18/2021-22
Bidding Type Tender
Location
City rairangpur
State Odisha
Key Dates
Publish Date 09 Feb 2022
Submission Date 28 Feb 2022
Open Date 02 Mar 2022
Finance
Tender Value 25.57 Crore
Tender Fee 10000
EMD Ref. Documents
Exemption Not Available
Document List
12661322-2fa5-4bed-b3d4-ad635def3489.html
BOQ_392984.xls
DTCN_Jashipur_Raruan.pdf
Tendernotice_1.pdf

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Tender Timeline

Feb 09, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 28, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 02, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

12661322-2fa5-4bed-b3d4-ad635def3489.html

xls

BOQ_392984.xls

pdf

DTCN_Jashipur_Raruan.pdf

pdf

Tendernotice_1.pdf

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