Tender For Construction Of Hl Bridge Over Local Nallah At 0.950 Km On Bamini To Rd Road In The District Of Nabarangpur Under Bsy For The Year 2022-23
Tender Value
3.79 Crore
Estimated cost
Bid Submission
04 Aug 2023
0 days left
EMD
3.79 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nabarangapur → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Hl Bridge Over Local Nallah At 0.950 Km On Bamini To Rd Road In The District Of Nabarangpur Under Bsy For The Year 2022-23
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in cutting of over burden earth for road way/ bridge works in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect asperapproveddrawingandtechnical specificationsasperSection900andClause301of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Earthwork 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. |
| 3 | Providing 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. |
| 4 | Railing & Post |
| 5 | Deck Slab |
| 6 | RCC 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. |
| 7 | Bottom Raft |
| 8 | Pier & Abutment shaft |
| 9 | Dirtwall |
| 10 | Wing wall, Column, Beam |
| 11 | Abutment, pier Caps |
| 12 | wearing coat |
| 13 | Approach Slab |
| 14 | Providing, 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. |
| 15 | Providing, 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. |
| 16 | Providing 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. |
| 17 | Providing 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. |
| 18 | Providing 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. |
| 19 | Providing 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. |
| 20 | Providing 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. |
| 21 | Providing 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. |
| 22 | Providing 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. |
| 23 | Foindation |
| 24 | Sub Structure |
| 25 | Providing,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. |
| 26 | Gravel backing to revetmentsincludingcost & conveyance of all materials, labour, T&P, royality etc complete & as per direction of the Engineer-in-Charge. |
| 27 | Providing, layingtar papers of approved qualityconfirming to ISI specification above pier & abutment caps to receive concreting for slab casting including all cost , carriage & taxes etc complete as per specification & direction of Engineer-in-Charge |
| 28 | Painting 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. |
| 29 | Providing 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). |
| 30 | Loosening 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). |
| 31 | Providing 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. |
| 32 | Providing, 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) |
| 33 | Providing 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. |
| 34 | Providing 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. |
| 35 | Providing & 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. |
| 36 | Providing & 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. |
| 37 | Furnishing and laying of live sods of perennial turf forming Grass on embankment slope, verges or other locations shown on the drawing including ransportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge. |
| 38 | Providing and laying reinforced cement concrete pipe NP3 for culvertsincludingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge. |
| 39 | 1000 mm dia Single Row |
AI Tender Summary
Tender Timeline
Jul 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 05, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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