Reconstruction And Improvement Of Vinayak Hairiyangaon Motor Road
Tender Value
1.28 Crore
Estimated cost
Bid Submission
27 Mar 2020
0 days left
EMD
2.60 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhowali → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Reconstruction And Improvement Of Vinayak Hairiyangaon Motor Road
BOQ
| Name of Work: Reconstruction & Improvement of Vinayak- Hairiyagaon Motor Road | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Hill Side Cutting For Making Road of Regarding In All Type Of soil For Making The Road As per Plan & L - Section Including Uorooting And Cutting of Bushes,Dressing of Road Surface, Removal and Disposal Of Surplus / Excavated Matenal And Debries up To Distance Of 30m. From Road Side As Directed By Engineer-in-Charge As Per P.W.D. Specification Also Including All Labour, Machinery And T&P Etc.Required for Proper Completion of the Work.( SI No.151b.H) | 1 | Job | |
| 2 | 2 | Construction of embankment with material obtained from roadway cutting construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2740 | Cum | |
| 3 | 3 | Surface drains in soil construction of unlined surface drains of average cross-sectional area 0.24 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be usedin embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as pertechnical specification Clause 307and as directed by engineer incharge | 1572 | Rm | |
| 4 | 4 | Construction of pucca drain as per drawing including supply of all material, labour T&P etc required for proper completion of the work as directed by engineer incharge | 100 | Rm | |
| 5 | 5 | Excavation in foundation in all type of soil and rock as met at site of work including lead and lift and disposal of surpuls earth as directed by Engineer incharge including labour T&P etc required for proper completion of the work | 1636.29 | Cum | |
| 6 | 6 | Random rubble stone masonry laid dry in breast wall,retaining walls,, scupper etc including supply of all material labour T & P required for proper completion of work as directed by engineer in charge | 1855.82 | Cum | |
| 7 | 7 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, cu.m retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) | 263 | Cum | |
| 8 | 8 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. cu.mcomplete. | 307.88 | Cum | |
| 9 | 9 | Construction of 1 m span culvert including catch pit of R R 1:5 abutment , RC C slab and kharanja in base as per attached drawing including supply of all materials ,labour T&P etc. to required proper completion of work.:- hill side cutting | 285 | Cum | |
| 10 | 10 | For Scupper:- R.C.C grade M20 | 27 | Cum | |
| 11 | 11 | For Scupper:-supplying fitting and placing MS bars reinforcement(Fe 415) | 4.4 | Tonn | |
| 12 | 12 | For Scupper:-Random rubble stone masonary laid in 1:5 cement and sand mortar | 294 | cum | |
| 13 | 13 | Construction of Parapets plum concrete with 40% plum(approved stone or maximum size 200 mm) & 60% 1:2:4 cement concrete and with base P.C.C. M10 including supply of all material, labour, T&P etc. required for proper completion of the work (As per PWD Uttarakhand specifications as per drawing wide letter no. CEK No. 3812/17 M-K/08 dated 10/04/2011 as directed by engineer in charge | 84 | No | |
| 14 | 14 | Providing and fixing Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. | 3 | No | |
| 15 | 15 | Providing and fixing 200 m stone (precast) hecto metre Stone Reinforced cement concrete M15 grade stone of standard design drawing and Technical Specification Clause 1703 | 8 | No | |
| 16 | 16 | WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam pecification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.. | 892 | Cum | |
| 17 | 17 | WBM Grading 2\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up thenterstices of coarse aggregate, watering and compacting to the required densitygrading 2 as per Technical Specification Clause 405 as directed by engineer in charge | 618 | Cum | |
| 18 | 18 | WBM Grading 3\nProviding, laying, spreading and compacting stone aggregates of specific sizes towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarseaggregate, watering and compacting to the required density Grading 3 as peraggregate, watering and compacting to the required density Grading 3 as per technical secification Clause 405 as directed by engineer in charge | 618 | Cum | |
| 19 | 19 | Cleaning of the WBM surface and laying 2 cm thick premix carpet over a tack coat sq.m with graded approved grit and VG-10 grade bitumen including heating the bitumento the required temperature and mixing either in mixer or in hand drums, including cartage of materials, maintenance of side patries, and watering them duringoperation for proper completion of the work as directed by the engineer-in-charge. (Excluding cost of Bitumen which will be issued free of cost as per bonafied requirment, from PWD Bhowali Store) | 8250 | Sqm | |
| 20 | 20 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 (Excluding cost of Bitumen which will be issued free of cost as per bonafied requirment, from PWD Bhowali Store) | 8250 | Sqm | |
| 21 | 21 | Random rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications and as directed by engineer in charge) | 108 | Cum |
AI Tender Summary
Tender Timeline
Mar 12, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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