Periodical Maintenance Such Patch Pote Hole Repair And Sdbc And Of Satkosia To Nada Road For The Year 2022 23 P
Tender Value
61.94 Lakhs
Estimated cost
Bid Submission
22 Jul 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
karanjia → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Periodical Maintenance Such Patch Pote Hole Repair And Sdbc And Of Satkosia To Nada Road For The Year 2022 23 P
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish from berms and disposing off upto a distance of 50m outside the peiphery of the area asper direction of Engineer in charge. |
| 2 | Cleaning the existing black topped surface with removal offoreign materials with brooms or soft brushes andfinally dusting with old gunny bags and / or compressed air to receive bituminous treatment.including cost of all labour and T&P required for the work etc. complete as per direction of Engineer in charge. |
| 3 | Labour for scraping cleaning the road surfaceapplying tack coat using 3.0kg ofbitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer 0.45cum of 25mm to 40mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and runningcharges of PRR andall other machineries but excluding cost and conveyance of bitumen, metal and chips complete as per specfication and direction of Engineer-in-charge. |
| 4 | Providing and applying tack coat with Emulsion (RS-1) @ 2.00kg/10 sqmby manual meansincluding cost,conveyance & taxes of emulsion ,cost of all labour & T&Prequried for the work etc. complete as per specification and direction of Engineer-in-charge. |
| 5 | Providing and 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 to the hot mix to work site laying with a hydrostatic paver finisher with sensor control to required grade level and alignment rolling with smooth wheeled vibratory and tendum roller to acheive the desired compaction asper Clause 508 of MoSRT & H specifications for Road & Bridge works (4th revision)including cost conveyance of all materials, cost of all labour and T&P required for the work etc. complete as per direction of Engineer in charge. |
| 6 | Earth Work for embankment in all kinds of good soil inclusive of cost of borrow soil with five extra leads over initial lead and initial lift by manual means spreading in layers, bringing to moisture content and compacting with 8-10T PRR etc. complete asper specification and direction of Engineer in charge. |
| 7 | Providing laying and spreading moorum on the road surface to required thickness and dressingincluding cost, carriage charges and royalty of moorum with cost of all labour,T&P required for the work etc. complete for finished item of work as per direction of Engineer in charge. |
| 8 | Providing laying spreading and compacting stone aggregates of sizes to waterbound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber applying requisite type of screening materials to fill up the interstices watering and compacting to required density etc complete |
| 9 | Earthwork in cutting in hard soil withinthe initial lead and lift including rough dressing and breaking the clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc complete as per the direction of Engineer-in-Charge |
| 10 | Earth work in excavation of foundation in stoney earth and gravel mixed with stone boulder not exceeding 0.014 cum in volume with initial leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & depth. |
| 11 | Filling in foundation and plinth with sand well watered and rammed etc. complete |
| 12 | Cement Concrete (1:3:6) with 40mm. Size H.G.metal in foundation & plinth including shuttering etc complete. In foundation (including dewatering) |
| 13 | In foundation (including shuttering and dewatering) |
| 14 | Cement concrete of proportion (1:2:4) in foundation and plinth using 12cm size clean hard black crusher broken granite chips of approved quality from approved quarry including hoisting lowering & laying concrete in layers not exceeding 9”thick to the requ |
| 15 | R.C.C M 25 using 20 mm and down graded black hard granite crusher broken chips including hoisting and lowering with cost conveyance of all material,ramming with rammers etc For Foundation |
| 16 | For Sub Structure |
| 17 | For Super structure |
| 18 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the wall and providing over the entire surface behing abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification. |
| 19 | Providing weep holes 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 |
| 20 | Construction of R.C.C. railing M25 grade in Cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre- to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3. |
| 21 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3 |
| 22 | Supplying, fitting and placing HYSD bar reinforcement (Fe415)complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202 |
| 23 | Back filling behind abutment, wing wall and returnwall complete as per drawing & technical specification Clause 1204.3.8 |
| 24 | Cement Concrete (1:1/2:3) with 12mm size hard granite chips including hoisting and laying concrete including shuttering ,cost conveyance taxes of all materials cost of all labour,t&P etc complete asper specification and direction of Engineer in charge. |
AI Tender Summary
Tender Timeline
Jul 15, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 25, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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