Construction I/C Metalling And Blacktopping Of A Roadfrom Silkigre To Jalkim ( 6 . 555 Km ) ( Mg/01/35 ) Construction I/C Mbt
Tender Value
2.45 Crore
Estimated cost
Bid Submission
15 Nov 2019
0 days left
EMD
4.91 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Silkigre to Jalkim → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
` Construction I/C Metalling And Blacktopping Of A Roadfrom Silkigre To Jalkim ( 6 . 555 Km ) ( Mg/01/35 ) Construction I/C Mbt
BOQ
| Name of Work: Construction i/c MBT of a Road from Silkigre road to Jalkim (Length- 6.555Km) (Balance Work) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork in Hill Road | |||
| 2 | 1.01 | Excavation in Hilly Areas in Soil by mechanical means\nExcavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 2962.96 | cum | |
| 3 | 1.02 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting\nExcavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 307.85 | cum | |
| 4 | 2 | Disposal of Unsuitable Earth | |||
| 5 | 2.01 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means \nLoading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. | 1322.63 | cum | |
| 6 | 2.02 | Haulage excluding Loading & Unloading\nHaulage of materials by tipper excluding cost of loading, unloading and stacking.\nKatcha Track and Track in River Bed/Nallah Bed and Choe Bed\nDebris disposal at Chainage 720.00 on LHS of the Road & 3960.00 m on the RHS of the road. | 6729.55 | t.km | |
| 7 | 2.03 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means \nUnloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. | 1322.63 | cum | |
| 8 | 3 | Construction of Earthen Shoulders\nConstruction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 3284.34 | cum | |
| 9 | 4 | Compacting Original Ground\nCompacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 9537.75 | cum | |
| 10 | 5 | Surface Drains in Soil | |||
| 11 | 5.01 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.\nManual Means | 4656.5 | meter | |
| 12 | 5.02 | Surface Drains in Ordinary Rock\nConstruction of unlined surface drain of average cross-sectional area 0.4 sqm in\nordinary rock to specified lines, grades, levels and dimensions as per approved design\nand Technical Specification Clause 307. Excavated material to be used in\nembankment at site. | 4528 | meter | |
| 13 | 6 | Granular Sub-base with Well Graded Material (Table 400.1)\nBy Mix in Place Method\nConstruction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\n(ii) For Grading II Material | 2017.76 | cum | |
| 14 | 7 | 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 3 as per Technical Specification Clause 405.\n(A) By Manual Means | |||
| 15 | 7.01 | WBM Grading 2 | 1577.45 | cum | |
| 16 | 7.02 | WBM Grading 3 | 1577.45 | cum | |
| 17 | 8 | Bituminous Items | |||
| 18 | 8.01 | Prime Coat :\nLow porosity\nProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 21032.7 | sqm | |
| 19 | 8.02 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 21032.7 | sqm | |
| 20 | 8.03 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 21032.7 | sqm | |
| 21 | 8.04 | Seal Coat Type C\nProviding & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510\n(Excluding Loading, Unloading, Haulage, VAT and Labour Cess)\n(II) Bitumen Emulsion | 21032.7 | sqm | |
| 22 | 9 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 | |||
| 23 | 9.01 | 5th Kilometre Stone (precast) | 1 | each | |
| 24 | 9.02 | Ordinary Kilometer stone (precast) | 8 | each | |
| 25 | 9.03 | 200 m stone (precast) | 33 | each | |
| 26 | 10 | Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701\n | |||
| 27 | 10.01 | 600 mm equilateral triangle | 25 | each | |
| 28 | 10.02 | 600 mm circle | 10 | each | |
| 29 | 11 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 | 931 | meter | |
| 30 | 12 | Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 46 | each | |
| 31 | 13 | Maintenance Cost | |||
| 32 | 13.01 | Maintenance for 1st year | 6.555 | Km | |
| 33 | 13.02 | Maintenance for 2nd year | 6.555 | Km | |
| 34 | 13.03 | Maintenance for 3rd year | 6.555 | Km | |
| 35 | 13.04 | Maintenance for 4th year | 6.555 | Km | |
| 36 | 13.05 | Maintenance for 5th year | 6.555 | Km |
AI Tender Summary
Tender Timeline
Nov 06, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 15, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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