Construction Of Road From K A Road To Garugaon Road
Tender Value
86.53 Lakhs
Estimated cost
Bid Submission
06 Jan 2021
0 days left
EMD
1.73 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kaliabor → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From K A Road To Garugaon Road
BOQ
| Name of Work: Construction of Road from K A Road to Garugaon Road (Ch 0.00 m to 1260.00 m) under SOPD-G for the year 2020-21. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road works heading | 1 | ||
| 2 | 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees and girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per Technical specification clause 201. i) By manual Means: (A)In area of non thorny jungle. | 2 | 0.546 | Hect. |
| 3 | 3 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5\nPrivate Land | 3 | 2199.07 | Cum |
| 4 | 4 | Construction of subgrade and 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 1000m as per Technical Specification Clause 303.1\n(a) from Private Land | 4 | 2488.5 | Cum |
| 5 | 5 | Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 5 | 486.675 | 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 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 2 as per Technical Specification Clause 405. A) by mannual means | 6 | 292.005 | Cum |
| 7 | 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 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 2 as per Technical Specification Clause 405. A) by mannual means | 7 | 292.005 | Cum |
| 8 | 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of Granular Base including clearing 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. | 8 | 3893.4 | Sqm |
| 9 | 9 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per Technical specification clause 503. | 9 | 3893.4 | Sqm |
| 10 | 10 | Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a Three Wheeled 80-100 kN static roller capacity finished to required level and grades to be followed by seal coat of either Type A or Type B or C as per Technical Specification Clause 508. (ii) Bitumen (S-65) | 10 | 3893.4 | Sqm |
| 11 | 11 | Providing and laying, seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per specification clause 510. By manual means | 11 | 3893.4 | Sqm |
| 12 | 12 | Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflecctive sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 76mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801\n(iv) 800mm x 600mm rectrangular | 12 | 1 | Each |
| 13 | 12.1 | (v) 600mm x 450 mm rectrangular | 13 | 6 | Each |
| 14 | 12.2 | (ii) 60mm equilateral tringle | 14 | 6 | Each |
| 15 | 13 | Planting of Trees and their Maintenance for three year (Planting of trees by the Road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the tranches, watering, fixing the tree guatrd and maintaining the plants for three years. | 15 | 86 | Each |
| 16 | 14 | Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical specification clause 307. Excavated materials to be used in embankment at site. | 16 | 100 | RM |
| 17 | 15 | Construction of HP Culvert Single Row (2 Nos.) | 17 | ||
| 18 | 16 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification clause 1104 includign setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 18 | 55.194 | Cum |
| 19 | 17 | Laying concrete cradle beddign with M15 Grade Cement concrete as per Clause 1105.\nBelow Head Wall | 19 | 3.612 | Cum |
| 20 | 17.1 | Bedding\nDeduct | 20 | 5.342 | Cum |
| 21 | 18 | Plain cement Concerte M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings Technical specification clause 1109 | 21 | 36.574 | Cum |
| 22 | 19 | Providing and laying reinforced cement pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, back filling concree, masonry works and parapets clause 1106, 1000mm dia | 22 | 15 | RM |
AI Tender Summary
Tender Timeline
Dec 29, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 06, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 07, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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