Work No-04 Construction Of Interlocking Road And Drain From Tikariya Bye Pass Near H/O Medai Pal To H/O Sunil Dubey In Ward No- 19
Tender Value
12.44 Lakhs
Estimated cost
Bid Submission
22 Oct 2019
0 days left
EMD
99600
Bank guarantee accepted
Document Fee
1534
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gauriganj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work No-04 Construction Of Interlocking Road And Drain From Tikariya Bye Pass Near H/O Medai Pal To H/O Sunil Dubey In Ward No- 19
BOQ
| Name of Work: Construcion of Interlocking Road & Drain From Tikariya Bye Pass Near H/O Medai Pal To H/O Sunil Dubey In ward NO- 19 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cleaning of Site and Disposal Of Malba &, Garbage from site by head Load up and Cartage up to 2 km. | BI01010001010000000000000515BI0100001113 | 1 | Job |
| 2 | 2 | Dismentling of brick on edge pavement including stacking of seviceable materials and disposal of unserviceable materials with in a lead of 50 meter .as directed by the Engineer-in-charge. Non Sch.Item no-18 | BI01010001010000000000000515BI0100001114 | 350 | Sqm |
| 3 | 3 | Earth work in cutting or in embankment in ordinary soil, execution to be done in the form of regular pits not exceeding 1/2 meter in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slopes and also including 1.5 meter lifts and 30 m lead . the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 meters distance also included cartage up to 2 KM.as directed by the Engineer-in-charge.( sch No-253 | BI01010001010000000000000515BI0100001115 | 340 | Cum |
| 4 | 4 | Relaying Brick soling with old recovered bricks laid on edge and dry brick on edge and (labour only) brick edging on both sides including preparation of sub-grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth spreading blinding coats 1 cm deep of local earth over the entire surface including all labour T&P etc. required for proper completion of work. (Labour only)(sch.no.-786 ) | BI01010001010000000000000515BI0100001116 | 280 | Sqm |
| 5 | 5 | Construction of granular sub-base by providing close graded material, 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 clause 401 | BI01010001010000000000000515BI0100001117 | 41.39 | Cum |
| 6 | 6 | Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.G3 | BI01010001010000000000000515BI0100001118 | 49.219 | Cum |
| 7 | 7 | Supply and Laying 80 mm thick ISI marked rubber moulded compressed inter locking cement concrete pavers block . The compressive strength of concrete paver blocks shall not be less than 30 MPa . including levelling and dressing of surface to rquired level and slope, filling joints with local sand but excluding cost of local sand also including cost of all material,labour and T&P etc. required for proper completion of the work as directed by Engineer- in -Charge | BI01010001010000000000000515BI0100001119 | 656.25 | Sqm |
| 8 | 8 | Excavation in foundation in ordinary soil (loam ,clay or sand) including lift up to 1.50 m.& lead upto 30 m.and including filling, watering and ramming of excavated earth in to the trenches or in to the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in -charge up to a distance of 30 meter from the foundation trenches. . SI No-251 | BI01010001010000000000000515BI0100001120 | 24.02 | Cum |
| 9 | 9 | Providing and laying in cement concrete 1:5:10 (1 cement:5fine- sand:10 graded Brick aggregate 40 mm. nominal size) and curing complete including supply of materials ,labour T&P etc.required for proper completion of the work and cost of form work in foundation and floors. Sch No-274 | BI01010001010000000000000515BI0100001121 | 11.52 | Cum |
| 10 | 10 | Class-150 brick work in 1:4 cement and Coarse -sand mortor in foundation and plinth including supply of all materials,labour and T&P etc.required for proper completion of the work.Sch No-305 | BI01010001010000000000000515BI0100001122 | 29.33 | Cum |
| 11 | 11 | 20 mm. Cement plaster with 1:3 cement and coarse sand mortar in two coats,backing coat 17 mm. and finishing coat 3 mm thick neat cement on rough /fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and / or rounded angles not exceeding 80 mm. In girth and finished even and smooth.no extra for mixing any additive ,including all labour , materials and T&P. etc. ( Sch No597 ) | BI01010001010000000000000515BI0100001125 | 68.2 | Sqm |
| 12 | 12 | 2.5 cm thick 1:2:4 plain Cement concrete floor with cement approved coarse sand and 2 cm gauge graded approved stone grit laid in panels finished with 3 mm flooring coat of neat cement laid over without base concrete and giving them a uniformm finish including supply of all materials,labour and T&P etc. required for proper completion of the work.(sch.no.-601) | BI01010001010000000000000515BI0100001126 | 88.15 | Sqm |
| 13 | 13 | R.C.C.work with cement ,approved coarse sand and 2 cm.gauge approved stone grit in the proportion of1:1.5:3(1 cement : 4.5 aggregate) in Slab excluding supply of reinforcement and its bending the same with 24BWG binding wire and necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of works.Strength of the concrete shall not be less than M-200.(sch.no.-284b) | BI01010001010000000000000515BI0100001127 | 3.83 | Cum |
| 14 | 14 | Mild steel or iron in plain work such as reinforced concrete or reinfocrd brick work wrought to required shape as necessary including bending for proper completion of work and including supply of steel its wastage bend hook and authorised overlapping shall be measured upto floor two level.(sch.no.504) | BI01010001010000000000000515BI0100001128 | 4.62 | Qtl |
AI Tender Summary
Tender Timeline
Oct 15, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 22, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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