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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC VILL DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | KOKRAJHAR | ASSAM | 783347 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 Cr+₹75,551.30 (0.65%)Rejected-AOC 414 PURBI COMPLEX A T ROAD DIST KAMRUP M GUWAHATI ASSAM | KAMRUP | ASSAM | 781030 | ₹1.2 Cr+₹75,551.30 (0.65%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical VILL NO 3 BISHNUPUR P O BHOTAGAON DIST CHIRANG BTR ASSAM | - | - | Rejected-Technical reject |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
8 Feb 2021, 2:30 pmClosed
Sri Hriday Boro
O/o the Addl. Chief Engineer cum Director, PWD,
Construction of road from Mezguri to No.2 Kalipur Gunruk Bazar under Assam State Govt. Goodwill Project under SOPD for the year 2020-21.
2021_BTC_20697_1
No. ACE- 91/MSLPR/GWMP/2020-21/6
Open Tender
Civil Works – Roads
Item Rate
270 days
Baksa
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,500
The Principal Secretary, BTC, Kokrajhar
₹2.3 L
Yes
4 Jun 2021
1 Feb 2021
8 Feb 2021
1 Feb 2021
8 Feb 2021
1 Feb 2021
1 Feb 2021 - 8 Feb 2021
Amount
Road Work: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means A. In area of non-thorny jungle.
Construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause.
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000 m as per Technical Specification Clause. 303.1
Granular Sub-Base with Well Graded Material (Table 400.1) By mix in place method Construction of granular Sub Base by providing well graded material, spreading in uniform layer 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. (ii) For Grading II Material
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregate 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification clause 405. By Manual Means.
(i) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504. (inclusive of edge restraint and and carriage)
Direction and Place identification signs upto 0.9 sqm size board A. Retro-reflectorised traffic signs Providing and erecting direction and place identification retro-reflective signs as per IRC:67 made of encapsulated lens type reflected sheeting vide clause 1701.2.3 fixed over aluminium sheeting 2mm thick with area not exceeding 0.9 sqm suported 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.
Traffic sign: Providing 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 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x60mm, 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (i) 60cm equilaterial triangle.
Providing and fixing road stud 100 x 100mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedded in a suitable bitumen grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
Planting of Trees and their Maintenance for three years (Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1 m depth dug in the ground mixing the soil with decayed from yard/sludge mannure, planting the saplings, backfilling the tranches watering fixing the tree guatrd and maintaining the plants for three year.
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tech_eval.pdf
fin_bid_open.pdf
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