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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAccepted-AOC AMGURI HOUSE NO 0 CITY TOWN CHIRANG P O AMGURI P S AMGURI DISTRICT CHIRANG PIN 783393 | CHIRANG | ASSAM | 783393 | ₹25.4 L | L1 | Accepted-AOC L1 |
| 2 | L1₹25.4 LRejected-AOC NO 2 BHETAGAON HOUSE NO 489 PO PS BIJNI DIST CHIRANG ASSAM | CHIRANG | ASSAM | 783372 | ₹25.4 L | L1 | Rejected-AOC L1 |
| 3 | L1₹25.4 LRejected-AOC | ₹25.4 L | L1 | Rejected-AOC L1 |
| 4 | L1₹25.4 LRejected-AOC | ₹25.4 L | L1 | Rejected-AOC L1 |
| 5 | L2₹28.2 L+₹2.8 L (11.1%)Rejected-AOC | ₹28.2 L+₹2.8 L (11.1%) | L2 | Rejected-AOC L2 |
Tender Value
₹28.2 L
EMD Value
₹56,600
Closing Date
18 Apr 2022, 1:30 pmClosed
The Addl. Chief Engineer-cum-Director, PWD,BTC
O/o the Addl. Chief Engineer-cum-Director, PWD,BTC,Kokrajhar
Construction of village approach road at Nilibari Nabinpara from Electric Transformer to Sagar House, Chirang. (Packeg No.TN_143_3)
2022_BTC_24893_1
No. ACE- 05/CHN/IFB/2018-19/382
Open Tender
Civil Works – Roads
Item Rate
180 days
Nilibari
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
The Principal Secretary, BTC, Kokrajhar
₹56,600
Yes
3 Jun 2022
30 Mar 2022
18 Apr 2022
30 Mar 2022
18 Apr 2022
30 Mar 2022
30 Mar 2022 - 18 Apr 2022
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 lead 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 sub-grade and earthen shoulders with approved material 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 up to 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 size to WBM 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification Clause 405. (A) By Mnaul Means. WBM Grading-III
Providing and laying interlocking concrete block pavement (M-30) having thickness 80mm as per technical specification clause 1504 inclusive Edge restrants & Carriage).
Providing and erecting direction and place identification retro-reflective signs as per IRC:67 made of encapsulated lens type reflective 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 60mm equilateral triangle.
M/S DWITHUN BASUMATARY ENTERPRISE
KATIRAM NARZARY
BIJIT BRAHMA
DILIP KUMAR BASUMATARY
BABITA BASUMATARY
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