Construction Of Vrb At Rd 330 M Of Niunti Minor Crossing Karanjia Khiching Road Od At Rd Of Right Main Distributory, Deo Irrigation Project Crossing Karanjia Khiching Road At Rd 1 / 200 Km For 22-23 Road Work
Tender Value
27.83 Lakhs
Estimated cost
Bid Submission
29 Apr 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
rairangpur → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Construction Of Vrb At Rd 330 M Of Niunti Minor Crossing Karanjia Khiching Road Od At Rd Of Right Main Distributory, Deo Irrigation Project Crossing Karanjia Khiching Road At Rd 1 / 200 Km For 22-23 Road Work
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation offoundation for road and C.D works in hard soil using hydraulic excavator CK 90 and Tippers with disposal up to 1000 mtr. as per approved design and drawing includinghire and running chrges of all machineries and all labours etc, complete in all respect as per the direction of the Engineer-in-Charge. |
| 2 | Supplying and filling in below foundation ofC.D works withgood coarse river sand well watered and rammed includingcost, conveyance, royalty, taxes of all materials and all labours etc, complete in all respect as per the direction of the Engineer-in-Charge |
| 3 | Plain cement concrete M-15 in bridge openfoundation complete with crushed stone agregate 40mm and down graded mechanically mixed,placed in foundaton/ Sub-Structure of C.D wokand compacted by vibrator including curing with cost,conveyance, royalities,taxes of all materials,all labours,scaffolding,hire and running charges of all machineries,T&Petc. complete as per drawing,spcification and direction of Engineer-in-Charge. |
| 4 | In Foundation/ Levelling Course |
| 5 | In Sub-Structure |
| 6 | R.C.C. work of M-25 grade with 20mm and down graded black hard granite crusher broken chips including mixing, hoisting, conveying, laying, compacting the mix to required level and grade, curing upto specified period with cost, conveyance, royality,taxes of all materials,all labours,scaffolding, hire and running charges of all machineries,T&P etc. completeas per drawing, specification and direction of Engineer-in-Charge. |
| 7 | In Foundation |
| 8 | In Sub-Structure |
| 9 | In Super Structure |
| 10 | Providing and laying Cement Concrete work in wearing coatof M-30 grade with 20mm and down graded black hard granite crusher broken chips including mixing, hoisting, conveying, laying, compacting the mix to required level and grade, curing upto specified period with cost, conveyance, royality,taxes of all materials ,all labours,scaffolding,hire and running charges of all machineries,T&P,Sundries complete as per drawing, specification and direction of Engineer-in-Charge. |
| 11 | Supplying, fitting and placing uncoated HYSD/ (FE 500) of SAIL/TATA/JINDAL STEEL/SHYAM STEEL reinforcement bars for RCC work including ,cutting ,bending ,binding,tying the grill with 18 to20 gauge binding wire and placing in position including cost,conveyance,taxes of reinforcement bars, binding wire etc and with , all labours, T&P, Sundries complete as per drawing, technical specification and direction of Engineer-in-Charge.(Linear length of reinforcement to be measured excluding overlaps, chairs, stays, hangers, spacer bars,wastage as cost ofthese items included in the rates for reinforcement and weight calculated basing on IS:1732.) |
| 12 | Providing weep holes in brickmasonary/ plain/ Reinforced concrete abutment,wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towords drawing face Complete as per drawing and Technical specification including cost,conveyance, royalty,taxes of all materials ,all labours,scaffolding, T&P sundries etc. complete as per direction of Engineering-in-charge. |
| 13 | Providing and laying of filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600mm with smaller size towords the soil and bigger size towords the wall and provided over the entire surface behind abutment ,wing wall and return wall to the full hight compacted to a firm condition including cost,conveyance, royalities,taxes of all materials,all labours,scaffolding,hire and running charges of all machineries,T&P ,sundries etc. complete as per drawing,Technical spcification and direction of Engineer-in-Charge. |
| 14 | Providing RCC Crash Barrier at the edges of the road approaches to bridge structure and medians constructed with RCC M-40 grade concrete with HYSD Reinforcement confirming to IRC-21 and dowel bars of 25mm dia 450 mm long at expansion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST at locationas directed by Engineer-in- Charge |
| 15 | Supplying and fixing 15cm dia 1.00mtr long guard post of R.C.C (M-20) using 7.5 kg.of steel for each guard post with20mm and down graded black hard granite crusher broken chips including mixing, hoisting, conveying, laying, compacting the mix to required level and grade, curing upto specified period with cost, conveyance, royality,taxes of all materials ,all labours,scaffolding,hire and running charges of all machineries,T&P,Sundries complete as per drawing, specification and direction of Engineer-in-Charge. |
| 16 | Painting on concrete surface providing andapplying painting two coat with synthetic enamel paint of approved quality and approved shade over a coat of primer of approved quality onunplastered concrete suface after cleaning the surface of dirt,dust oil ,grease applying @of 1ltr for 2 Sqm with cost, conveyance, royality, taxes of cement paint and all other materials , all labours, hire and running charges of all machineries, T&P, Sundries etc. complete as per specification and direction of Engineer-in-Charge. |
| 17 | Scarifying existing bitumenous road surface to a depth of 50mm and disposal of scarrified material within all lifts and lead upto 1000 meter as per clause 305.4.3(i) of MoRT&H Specifications for Road and Bridge works(5th Revision) complete including all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge. |
| 18 | Reworking the scarified bituminous surface suitably after supplementing the base materialswith sand and water compacting with PRR including hire and running charges of PRR, cost, conveyance, royalty, taxes of all materials ,all labours, T&P etc complete as per clause 501.8.3.2 of MORT&H specification for road and bridges work and direction of Engineer-in -charge. |
| 19 | Construction ofgranular sub-base with coarse graded crushed stone material confirming to grading-IV inTable- 400-1 of MoRT&H Specification (5th Revision) as per clause-401 spreading in layers with motor grader not exceeding 22.5Cm on prepared surface,after mixing by mix in place method with rotovator at OMC,compacting to the required density by Vibratory Rollerwith cost , conveyance, royalities,taxes of all materials, all labours,T&P sundries,hire and running charges of V.R.R and all other mechineriescomplete as per MoRT&H Specification (5th Revision) clause-401 anddirection of Engineering-in-charge. |
| 20 | Providing,laying,spreading & compacting graded stone aggregates to WMM specication of MoRT&H Specification (5th Revision),including premixingthe materials with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with mechanical paver in subase/base course on well prepared surface compacting to the required density by Vibratory Rollerwith cost , conveyance, Rolty,taxes of all materials, all labours,T&P sundries,hire and running charges of V.R.R and all other mechineriescomplete as per clause-406 ofMoRT&H Specification (5th Revision)anddirection of Engineering-in-charge. |
| 21 | Cleaning road surface with mechanical broom and air compressor and applying Primer coat over Granular surface as preparatory for a bitumineous layer with 6.0Kg ofM.Semulsion per 10.0 sqm.using emulsionpressure distributor on the prepared surface with cost ,coveyance,taxes of all materials,all labousr,hire and running charges of all machineries,T&Psundries etc complete as per MoRT&H Specification (5th Revision) clause-502 anddirection of Engineering-in-charge |
| 22 | Cleaning road surface with mechanical broom and air compressor and applying tack coat over bitumineous surface as preparatory for a bitumineous layer with 2.0Kg of M.Semulsion per 10.00 sqm.using emulsion pressure distributor on the prepared surface with cost ,coveyance,taxes of all materials,all labousr,hire and running charges of all machineries,T&Psundries etc complete as per MoRT&H Specification (5th Revision) clause-503 anddirection of Engineering-in-charge. |
| 23 | Providing and laying semi dense bituminous concrete with100TPH batch type Hot Mix Plantusing crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a 100 TPH MechanicalPaver finisherto the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction with cost , conveyance, royalities,taxes of all materials, all labours,T&P sundries,hire and running charges of all other mechineriescomplete as per clause No.508 of MORT&H specification for Road & Bridge works (5th Revision) anddirection of Engineering-in-charge.. |
| 24 | Providing and layingin berms of road by usinggoodlateriate moorum of approved quality from approved quarry in layers not exceeding 100 mm thick watering and ramming including cost, conveyance, royalty, taxes of all materials and all labours etc, complete in all respect as per the direction of the Engineer-in-Charge. |
| 25 | Earth work in filling the road embankment with suitable earth obtained from borrow pits with all lifts and leads, transporting to siteby mechanical means within a lead of 5.00 Km, spreading, grading to required slope and compactingto achieve the desired compaction as per specification including hire and running chrges of all machineries, cost, conveyance, royalty, taxes of all materials and all labours etc, complete in all respect as per the direction of the Engineer-in-Charge |
AI Tender Summary
Tender Timeline
Apr 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 29, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 30, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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