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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 Cr+₹1.5 L (1.30%)Rejected-AOC | ₹1.2 Cr+₹1.5 L (1.30%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.2 Cr+₹3.6 L (3.16%)Rejected-AOC GWJWNPURI WARD NO 4 CHIRANG P O CHAPAGURI PS DALIGAON DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹1.2 Cr+₹3.6 L (3.16%) | L3 | Rejected-AOC L3 |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
6 Feb 2021, 2:30 pmClosed
Sri Hriday Boro
O/o the Addl. Chief Engineer cum Director, PWD,BTC,Kokrajhar
Construction of Kakragaon Kamardanga to Amguri village road under Assam Govt. Goodwill Project for BTR Districts under the SOPD Scheme in Chirang District for the year 2020-21
2021_BTC_20491_1
No. ACE- 90/CHN/GWMP/2020-21/6
Open Tender
Civil Works – Roads
Item Rate
270 days
Chirang
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,500
The Principal Secretary, BTC, Kokrajhar
₹2.3 L
Yes
11 Jun 2021
30 Jan 2021
6 Feb 2021
30 Jan 2021
6 Feb 2021
30 Jan 2021
30 Jan 2021 - 6 Feb 2021
Amount
Road Work: 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, up to a land of 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 approved 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 301.5 (i) Private land
Construction of subgrade and earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private land
Construction 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. A. By mix in place method. (ii) For Grading-II Material.
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 in static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Caluse 405. 3) Grading-III (A) By Manual Means.
(i) Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504. a) Including Edge block/Edge restraints.
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.
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 x600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 (ii) 60cm equilaterial tringle.
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 x600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 (iii) 60cm circular
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 x600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 (iv) 80cm x 60cm rectanguler
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 x600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 (vi) 60cm x 60cm square
Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (ii) Ordinary kilometre stone (precast)
Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (iii) 200 m stone (precast)
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