Construction Of Noga Ali To Bogagohain ( Benudhar Sharma Path ) ( Road Code- 23889 , Road No . Rr03s006 ) Under Sopd ( G ) For The Year 2019-20 . In Amguri Lac Under Pwd , Nazira And Amguri Territorial Road Division , Amguri Lac . Pkg . No .
Tender Value
61 Lakhs
Estimated cost
Bid Submission
26 Jun 2020
0 days left
EMD
1.22 Lakhs
Bank guarantee accepted
Document Fee
1300
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Amguri → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Noga Ali To Bogagohain ( Benudhar Sharma Path ) ( Road Code- 23889 , Road No . Rr03s006 ) Under Sopd ( G ) For The Year 2019-20 . In Amguri Lac Under Pwd , Nazira And Amguri Territorial Road Division , Amguri Lac . Pkg . No . Sopd ( G ) /Natrd/Amg/07
BOQ
| Name of Work: Construction of Noga ali to Bogagohain (Benudhar Sharma path) (Road code – 23889, Road No. RR03S006) under SOPD (G) for the year 2019-20. In Amguri LAC under PWD, Nazira and Amguri Territorial Road Division, Amguri LAC. Pkg. No. SOPD(G)/NATRD/AMG/07 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 in thick ness as per Technical Specification Clause 201.0\ni) By Manual Means\nA) In area of non-thorny jungle | 0.54 | Hect. | |
| 2 | 2 | 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 compaction to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.\n(i) Private Land | 1871.8 | Cum | |
| 3 | 3 | 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(i) Private Land | 2112.27 | Cum | |
| 4 | 4 | Construction of granular sub-base by providing coarse 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 cl. 401( with an initial lead of 5 Km.)\ni) for Gr. II material | 434.54 | Cum | |
| 5 | 5 | 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 compaction to the required density as per Technical Specification Clause 405. Gr.II | 260.72 | 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 compaction to the required density as per Technical Specification Clause 405. Gr.III | 253.13 | Cum | |
| 7 | 7 | Providing 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 | 3862.5 | Sqm | |
| 8 | 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3476.25 | Sqm | |
| 9 | 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 wheel 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 Type C as per Technical Specification Clause 508. Case i (By Manual Means) Bitumen S-90 | 3476.25 | Sqm | |
| 10 | 10 | SEAL COAT : 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 Technical Specification Clause 510 By Manual Means Case - III : Type C Bitumen (S-90) | 3476.25 | Sqm | |
| 11 | 11 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | 36 | Each | |
| 12 | 12 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.9 | Sqm | |
| 13 | 13 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2\nii) 60cm circular | 9 | Each | |
| 14 | 14 | 60cm equilateral traingle | 6 | Each | |
| 15 | 15 | iv) 80cm x 60cm rectangular | 3 | Each | |
| 16 | 16 | Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out ……………… with excavated material | 8.553 | Cum | |
| 17 | 17 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead | 5.76 | Cum | |
| 18 | 18 | Laying (First class) bedding on well compacted sand, moorum as per clause 1105 (ii) Granular material | 3.38 | Cum | |
| 19 | 19 | Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawing and technical specification clause 1109. (Face Wall) | 1.26 | Cum | |
| 20 | 20 | Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 | 12.118 | Cum | |
| 21 | 21 | Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row. B) 600mm dia | 7.5 | RM | |
| 22 | 22 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification | 17.7 | Sqm | |
| 23 | 23 | Earth work in Cushioning. 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. | 82.8 | Cum |
AI Tender Summary
Tender Timeline
Jun 11, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 26, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 29, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender