Construction Of Bridge Over Laharanga Nallah At Ch.1.360 Km On Bamra To Dalkibahal Road Under Pmgsy-Iii, Batch-I For The Year 2022-23.
Tender Value
4.99 Crore
Estimated cost
Bid Submission
25 Aug 2023
0 days left
EMD
9.98 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
kuchinda → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bridge Over Laharanga Nallah At Ch.1.360 Km On Bamra To Dalkibahal Road Under Pmgsy-Iii, Batch-I For The Year 2022-23.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for road work in hard soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 |
| 2 | Earthwork in excavationfor foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitablematerial upto 3mt.as per direction of Engineer-in-Charge. |
| 3 | Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock,loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres,trimming bottom & side slopes in accordance with requirements of lines, grades and cross sections as per technical Specification Clause 302.3.3 (by Mechanical means) |
| 4 | Filling in foundation trenches with approved quality ofsand as per clause 1108, 305.3.9 & 1200of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge. |
| 5 | Providing concrete for plainconcrete M-10 in open foundation complete as per drawing andMORD technical specification Clause 800,1100,1200and as per direction of Engineer-in-Charge. |
| 6 | Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge. |
| 7 | In Foundation |
| 8 | In Sub Structure |
| 9 | Reinforced cement concrete M-30 in Foundation/Sub structure/ super structure complete as per drawings and MORDtechnical specification Clauses 800,1205.4 , 1205.5 andas per direction of the Engineer in charge |
| 10 | In Foudation |
| 11 | Above Bed level |
| 12 | Pier & Abutment cap |
| 13 | Dirt Wall |
| 14 | Retaining wall/Wing wall |
| 15 | Approach Slab |
| 16 | Elliptical Arches |
| 17 | Wearing Coat(Including HYSD bar) |
| 18 | Reinforced cement concrete M-25 in Foundation/Sub structure/ super structure complete as per drawings and MORDtechnical specification Clauses 800,1205.4 , 1205.5 andas per direction of the Engineer in charge. |
| 19 | Deck Slab |
| 20 | Railing & Post |
| 21 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORDtechnical specification Clauses 1000,1200 as per direction of the Engineer in charge. |
| 22 | Sub Structure |
| 23 | Super Structure |
| 24 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specificationClause 1204.3.8 and as per direction of the Engineer in charge |
| 25 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORDtechnical specification Clauses 614, 709, 1204and as per direction of the Engineer in charge. |
| 26 | Providing and laying Rough stone dry packing in appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302 and and as per direction of the Engineer in charge. |
| 27 | Supplying & filling filling behind abutment, wing wall and returnwall etc with approved quality gravel/sandy material including watering to complete saturation & ramming with all lead & lifts complete as per drawing & technical specification Clause 1204.3.8 and and as per direction of the Engineer in charge. |
| 28 | Granular Material |
| 29 | Sandy Material |
| 30 | Construction of RCC Guide Posts of 250mm dia M15 grade cast-in-situ with 20mm nominal size aggregate,true to line and grade,tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and Technical Specification clause 1608.2 and and as per direction of the Engineer in charge. |
| 31 | Providing , fitting , fixing expansion joint confirming to ISI specification including all cost , carriage , taxes etc complete as per specification & direction of Engineer-in-Charge |
| 32 | Providing and laying Tar paper bearing of MORD specification for Rural roads & as per direction of the Engineer-in-charge. |
| 33 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 34 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge. |
| 35 | Loosening of the ground up to a level of 500mm below the sub-grade level , watered , graded & compacted in layers to meet requirement of table 300-2 for sub-grade construction & clause 305 of MORTH specification of Road & Bridge works ( 4th Revision ) |
| 36 | Construction of granular sub-base (Grading III) by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per MORDTechnical Specification Clause 401 as per direction of Engineer-in-Charge. |
| 37 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, non crushable Stone Screeningto fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the workand as per direction of Engineer in Charge. |
| 38 | i) Grading -II |
| 39 | ii) Grading -III |
| 40 | Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirements of table No 300 - 2 andincluding cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. |
| 41 | Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as perclause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. |
| 42 | Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as perclause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. |
| 43 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing S-65 penetration grade bitumen @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat ofType B as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat). |
| 44 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by mechanicalmeans and as per direction of Engineer-in-Charge. |
| 45 | Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge. |
| 46 | Dismantling of existing structures lke culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete wood work, steel work including T&P and scaffolding, wherever necessary,sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202. |
| 47 | Rainforce cement concrete |
| 48 | Sign board |
| 49 | Maintenance |
| 50 | 1st Year |
| 51 | 2nd Year |
| 52 | 3rd Year |
| 53 | 4th Year |
| 54 | 5th Year |
AI Tender Summary
Tender Timeline
Aug 14, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 28, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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