Rural Development Government Departments Closing in 0 days TDR #39262367

Tender For Construction Of Bridge Over Local Nallah At 0.500 Km On Dumulapadar To Biorama Road In The District Of Rayagada Under Bsy For The Year 2023-24

Issued by Government Departments · gunupur, Odisha
Tender Value
3.03 Crore
Estimated cost
Bid Submission
31 Aug 2023
0 days left
EMD
3.04 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Bridge Over Local Nallah At 0.500 Km On Dumulapadar To Biorama Road In The District Of Rayagada Under Bsy For The Year 2023-24

BOQ

Name of Work: Construction of H.L. Bridge over \"LOCAL\" nallahat 0.500 Km onDumulapadar to Biorama road in the district ofRayagadaunder BSY for the year 2023-24
Sl. No. Item Description
1Earthwork in excavation for Road /CD works, toe wall/retainingwall,R.C.Cculverts/boxculverts and other structures in all kinds of soil including settingout,constructionof shoringand bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, dewatering from foundation if required complete in all respectasperapproveddrawingandtechnical specificationsasperSection900andClause 304 & 301of MoRT&HSpecificationsforRoad &Bridgeworks(5th Revision)& including cost & conveyance of all materials, labour, T&P, royaltyetc complete and as per directionof Engineer-in-Charge.
2Excavation in Hard Rock by drilling,blasting and breaking,trimming of boottom and side slopes in accordance with requirements of lines,grades and cross section,loading and disposal of cut rock with all leads and liftsas per direction of the Engineer-in-charge.
3Providing RCC of grade M-25 grade inFoundation/Sub Structure/ Super Structure as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500,1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision)& and as per direction of the Engineer-in-charge.
4Railing & Post
5Deck Slab
6RCC of grade M-30 in substructure, super-structure i.e. girders,deck slab, kerb, dirt wall, wearing coat, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials including watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000, 1600, 1700, 2205, 2302, 2303, 2305.2, 2305.3.1,2308, 2309, 2702, 2703 & 2704 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
7Foundation
8Pier & Abutment shaft , Return Wall
9Dirtwall
10Wing wall, Column, Beam
11Abutment, pier Caps
12wearing coat
13Approach Slab
14Providing, Cutting, Bending, Binding, Straightening & Placing ofHYSD bars confirming to grade I.S.1786-2008 (Fe-500D) in bridge work and other structural work etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (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.
15Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
16Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate(50mm size)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 bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
17Providing weep holesin abutment of bridge work and retaining walletc with 100mm dia A.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
18Providing and fixing R.C.C. M-20 grade guard posts of 600mm 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)and as per direction of Engineer-in-Charge.
19Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30 cm (minimum) and above and weighing not less than 40Kg/each as per approved drawing and Section 2500 (Clause 2504) 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.
20Providing and laying P.C.C (1:3:6)inFoundation/ Sub Structureofwall, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structuresas per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 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.
21Providing and laying P.C.C (1:3:6)below approch slab/ Foundation of ratain wall as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 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.
22Providing and laying P.C.C M-15 grade in open foundation,/Sub Structure, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structuresas per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 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.
23Sub Structure
24Providing,fillingcleansandofapprovedquality iin foundation and back of Abutment & Return Wall wellwateredand rammed/compactedasperapproveddrawing and technical specifications complete in all respectasperSection900,2100andClause 401 & 304 of MoRT&H specifications for Road & Bridgeworks(5thRevision)&includingcost& conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in- Charge.
25Gravel backing to revetmentsincludingcost & conveyance of all materials, labour, T&P, royality etc complete & as per direction of the Engineer-in-Charge.
26Providing, laying and fixing in position reinforced cement concreteNP3 hume pipesfor culverts on first class bedding over prepared surfaceincluding pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision)&including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge.( 1000 mm Dia )
27Providing & Fixing Providing ,fitting, fixing C.I. grating to holes in deck slab including cost & taxes etc. s per Clause-2705 and 2709 under Section 900, 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
28Levelling the hard rock surface as per specification and direction of Engineer-in-Charge
29Fixing of anchoring bars upto 25mm to 38mm diain foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in chargeexcluding cost of M.S. rods .
30Painting two coatsof water based cement paint ofapprovedquality onnewconcretesurfaceat anyelevation including cost of painting , all materials,T&Prequiredfortheworkcomplete forthefinisheditemofworkaspertechnical specificationsasperSection800ofMoRT&H Specifications for Road & Bridge works (5th Revision)andasperdirectionofEngineer-in-Charge.
31Providing Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (5th Revision).
32Loosening of the ground uptoa level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).
33Providing Construction of granular Sub-base by providing Coarse graded Granular sub-baseGrading-II material as per table 400-1, as per approved drawing & technical specifications spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per section 900 & Clause 401 of MoSRT&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.
34Providing, laying, spreading & compacting graded stone aggregate toWet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
35Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1)@ 0.60Kg/Sqm by mechanical means as per approved drawing and technical specifications Section 900 and Clause 501.5.2, 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
36Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanicalbroom spraying @ 0.30kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
37Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&HSpecifications for road and bridge worksand as per direction of the Engineer-in-Charge.
38Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment,roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&HSpecifications for road and bridge works (4th Revision)and as per direction of the Engineer-in-Charge.

AI Tender Summary

OUR REF NO 39262367
AUTHORITY Government Departments
TENDER VALUE 3.03 Crore
LAST DATE 31-08-2023
Authority
Authority Name Rural Works Department
Work Description Construction Of Bridge Over Local Nallah At 0.500 Km On Dumulapadar To Biorama Road In The District Of Rayagada Under Bsy For The Year 2023-24
Basic Detail
Tender No CCERWCSBD-Online 16/2023-24
Bidding Type Tender
Location
City gunupur
State Odisha
Key Dates
Publish Date 22 Aug 2023
Submission Date 31 Aug 2023
Open Date 01 Sep 2023
Finance
Tender Value 3.03 Crore
Tender Fee 10000
EMD 3.04 Lakhs
Exemption Not Available
Document List
3bd340b2-f693-4cc0-955c-86d870de1bff.html
BOQ_451497.xls
DTCN_BIORAMA.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 22, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 01, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

3bd340b2-f693-4cc0-955c-86d870de1bff.html

xls

BOQ_451497.xls

pdf

DTCN_BIORAMA.pdf

pdf

Tendernotice_1.pdf

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