Repair Of Approach Road From Mandi Gate Dhanaura To Naugawon Railway Fataq By Hot Mix Plant .
Tender Value
91.08 Lakhs
Estimated cost
Bid Submission
21 Nov 2019
0 days left
EMD
9.11 Lakhs
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DHANAURA → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
repair of approach road from mandi gate dhanaura to naugawon railway fataq by hot mix plant .
BOQ
| Name of Work: . Repair of approch road from Mandi Gate Dhanaura to Naugawon Railway fataq by Hot Mix Plant. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M 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 1.50 M lifts and 30 M lead, including its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge. (SI N0 253) | 431.46 | Cum | |
| 2 | 2 | Earth work in filling ordinary soil from 3.0 km from site SI No. 253a+231a | 859.1 | Cum | |
| 3 | 3 | Scraping old painted surface including disposed of all scrapped material by Mechanical mean (SI N0 772A) \n | 3553.2 | Sqm | |
| 4 | 4 | W.B.M. G-1 (45-90 mm stone ballast) Providing, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 401. | 156.22 | Cum | |
| 5 | 5 | W.B.M. G-2 (45-63 mm stone ballast) Providing, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 112.35 | Cum | |
| 6 | 6 | W.B.M. G-3(22.4-53) mm stone ballast) Providing, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.\n | 622.62 | Cum | |
| 7 | 7 | Providing and applying primer coat with bitumen Emulsions (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60kg/Sqm using mechanical means as per Technical Specification Clause 502 \n | 7420 | Sqm | |
| 8 | 8 | Providing and applying tack coat with bitumen 80/100 (VG-10) using bitumen distributer @ 0.50kg per sqm area on the prepared bituminous surface cleand with hydraulic broom as per technical specification no. 502 (Sr. no.5.2(III) including all materials and labour and T & P etc. | 7420 | Sqm | |
| 9 | 9 | Providing and laying bituminous macadam 50 mm thick on prepared surface with specified graded crushed aggregate or with binding coarse, including loading of aggregate and 3.4% bitumen (By weight) in hot mix plant and transporting the mixed material in to paver and laying mix material with paver to the required level (excluding coat) of primer tack coat M.O.S.T. specification (SI N0 507) | 371 | Cum | |
| 10 | 10 | Providing and laying 25mm thick semi dence carpet with approved coarse aggregated with filler and 5% bitumen as per M.O.S.T specification including heating bitumen to required temperature mixing, spreading and including of all material labour and T&P etc. required for proper completion of the work (SI n0 509) | 185.5 | Cum | |
| 11 | 11 | Brick edging on both side of the road. | 1.06 | Km | |
| 12 | 12 | Excavation in foundation in ordinary soil (loam clay and sand) including lift upto 1.50 M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation treches as per S.I. No. 251 | 22.5 | Cum | |
| 13 | 13 | Cement Concrete with 4 cm gauge stone ballast coarse sand and cement in proportion 12:6:1 in foundation i/c supply of all material, labour & T&P required for proper completion of the work as per S.I. No. 273 | 9 | Cum | |
| 14 | 14 | M-150 brick work in One part cement and Four part Course sand mortar in foundation and plinth including supply of all materials, labour & T&P required for proper completion of work as per SI.No. 307(a) | 15.66 | Cum | |
| 15 | 15 | 12 mm thick plaster with cement and approved course sand in proportion 1:4 over brick work minimum thickness not to be less than 1 cm including supply of all materials labour and T&P etc. required for proper completion of the work SI.NO. 584 | 54 | Sqm | |
| 16 | 16 | Cement Concrete with 2 cm gauge stone grit / single course sand and cement in proportion of 4:2:1 including supply of all material labour & T&P etc. required for proper completion of the work SI.No. 279 (a) | 3.17 | Cum |
AI Tender Summary
Tender Timeline
Nov 16, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 21, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 22, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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