Construction Of Road From Nagrijuli Gagan Chawk To Babul Sarma House Under State Govt . Goodwill Project Under Sopd-G In Baksa District For The Year 2020-21
Tender Value
73.23 Lakhs
Estimated cost
Bid Submission
08 Feb 2021
0 days left
EMD
1.46 Lakhs
Bank guarantee accepted
Document Fee
2200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bijni → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Nagrijuli Gagan Chawk To Babul Sarma House Under State Govt . Goodwill Project Under Sopd-G In Baksa District For The Year 2020-21
BOQ
| Name of Work: Construction of Road from Nagrijuli Gagan Chawk to Babul Sarma house under State Govt. Goodwill Project under SOPD-G in Baksa District for the year 2020-21. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing groubbing Road land including uprooting revelation grass, brushes, surbs, sapings and tree girh upto 300mm removal stumps of trees cocurfer and disposal of unservicible materials and staking of servicable matarials to be used auctioned upto lead of 1000m including removal and disposal of top organic soil not exceeding 150m thickness. \n(I) By manual means\n(a) In area of light jungles. | item1 | 0.36 | Hect |
| 2 | 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to side spreading grading to required slope and compacting to meet requirement of table as 300.1 and 300.2 with a lead upto 1000 and as per technical specifiaction clause 301.5\n(I) Private land | item2 | 2241.5 | Cum |
| 3 | 3 | Construction of sub-grade and earthen shoulder \nConstruction of sub-grade and earthen shoulder with approved materials 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 a lead upto 1000m as per tech. Specification cl no. 301.1\n(I) Private land. | item3 | 2334.8 | Cum |
| 4 | 4 | Construction of Granular sub-base by proving well Grade materials spreading in iniform layer with motor grader on prepare surface mixing by mix in place method with ratovator at once and compacting at once and compacting with smooth wheel roller to achievd the desire destiny complete as per clause 401. \n(ii) For grading II Material | item4 | 506.25 | Cum |
| 5 | 5 | WBM Grading : 3\nUsing stone screening type A 13.2mm for grade 3:- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and chamber. Applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate. watering and compacting to the required destiny Grading 3 as per technical specification Clause 405\n(a) By manuals means | item5 | 253.13 | Cum |
| 6 | 6 | Interlocking Concrete Block Pavement\nProviding and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 (Inclusive of Edge restraint and carriage) | item6 | 3375 | Sqm |
| 7 | 7 | Trafic Sign\nA Retro-Reflectorised Signs \n(i) Proving and erecting direction and place identityfiction retro reflectrorised sign as per IRC:67 made of encapsulted lens type reflected sheeting, vide Clause 1701.2.3 fixed over Alluminium type sheeting 2mm thick with area not exceeding 0.9 sqm. supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 450X450X600mm, 600mm below groubnd level as per approved drawing and technical specification Clause 1701. \nii) 80cmX60cm retangular | item7 | 0.9 | Sqm |
| 8 | 8 | Trafic Sign\nA Retro-Reflectorised Signs \nProving and fixing retro reflectrorised cautionary, mandatory and information sign as per IRC:67 made of encapsulted lens type reflected sheeting, vide Clause 1701.2.3 fixed over Alluminium type sheeting 2mm thick with area not exceeding 0.9 sqm. supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 450X450X600mm, 600mm below groubnd level as per approved drawing and technical specification Clause 1701. \nii) 60cm equilateral triangle | item8 | 4 | Nos |
| 9 | 9 | Road Maker/Road stud with lens Reflector\nProving and fixing of Road Stud 100x100mm dia cast Alluminium, resistant to corrossive effect of salt and grift, fitted with lense reflector, insulted in concrete and asphaltic surface by drilling holes 30mm upto depth 600mm and bedded in a suitable bitumen grout or ............1973. | item9 | 600 | Nos |
| 10 | 10 | Planting of trees and their maintanance three year Painting 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 trenches, watering, fixing the tree guard and maintaning the plants for three year. | item10 | 68 | Nos |
| 11 | 11 | Single Hume Pipe Culvert (Length 7.50 M)\nEarth Work in excavation for structure as per drawing and technical Specification Clause 305.1 including setting out, construction of shorting and bracing, removal of stumps and other deleterious materials and disposal upto lead of 50m dressing of sides and bottom and back felling in trenches with excavated suiteable material \n(I) Ordinary soil (Upto 3mm depth) | item11 | 16.8 | Cum |
| 12 | 12 | Bedding for pipe\nLaying concrete cradie bedding with M15 grade cement concrete as per Clause 1105 (I) . | item12 | 3.67 | Cum |
| 13 | 13 | PCC 1:3:6 in foundation\nPlain reiforce cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of head walls as per Drawing and Technical Specification Clause 1109. | item13 | 1.68 | Cum |
| 14 | 14 | Providing and laying cement concrete Pipe NP3 as per design in Single Row.\nProviding and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling concrete & masionary works in head walls and paraptes class 1106.\n1000mm dia\n | item14 | 7.5 | Rm |
| 15 | 15 | Brick masonary work in cement mortar 1:3 foundation complete excepting pointing and disastering as per Drawing and Technical Specification Claus 602, 603, 604, 1202 & 1204(1) in cement mortar 1:3 | item15 | 16.26 | Cum |
| 16 | 16 | Brick masonary work in cement mortar 1:3substructure complete excepting pointing and disastering as per Drawing and Technical Specification Claus 602, 603, 604, 1202 & 1204(1) in cement mortar 1:3 | item16 | 3.03 | Cum |
| 17 | 17 | Plastering\nPlastering with cement mortar (1:4) 15mm thick on brick work in substructure as per Technical Specification Rate. | item17 | 36.02 | Sqm |
AI Tender Summary
Tender Timeline
Feb 02, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 08, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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