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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.3 LAccepted-AOC AMGURI HOUSE NO 0 CITY TOWN CHIRANG P O AMGURI P S AMGURI DISTRICT CHIRANG PIN 783393 | CHIRANG | ASSAM | 783393 | L1 | Accepted-AOC L1 | |
| 2 | L1₹87.3 LRejected-AOC NO 2 BHETAGAON HOUSE NO 489 PO PS BIJNI DIST CHIRANG ASSAM | CHIRANG | ASSAM | 783372 | L1 | Rejected-AOC L1 | |
| 3 | L1₹87.3 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 4 | L2₹97.0 L+₹9.7 L (11.1%)Rejected-AOC S O SRI MALIN CHANDRA UZIR VILL HATIMATA W NO 8 P O P S KOKRAJHAR DIST CHIRANG BTC ASSAM | KOKRAJHAR | CHIRANG | ASSAM | L2 | Rejected-AOC L2 | |
| 5 | L3₹97.0 L+₹9.7 L (11.1%)Rejected-AOC KUKURMARI HOUSE NO 0 CITY TOWN DHALIGAON P O DHALIGAON P S DHALIGAON DISTRICT CHIRANG PIN 783385 | CHIRANG | ASSAM | 783385 | L3 | Rejected-AOC L3 |
Tender Value
₹97.0 L
EMD Value
₹1.9 L
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 road at Duttapur, Bamungaon, Chirang. (Package No.TN_143_2)
2022_BTC_24892_1
No. ACE- 05/CHN/IFB/2018-19/382
Open Tender
Civil Works – Roads
Item Rate
270 days
Bamungaon
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,000
The Principal Secretary, BTC, Kokrajhar
₹1.9 L
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 compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1. (i) Private land
(A) By Mix in Place Method 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. (ii) For Grading II Material.
3) WBM Grading 3- Using stone screening Type-B. 11.2 mm for Gr-III, Providing, laying, spreading and compacting stone aggregate of specific size to WBM 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 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.
(A) Inter locking concrete block pavement (i) a- Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restrant and carriage).
Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc, as per drawing and technical specification clause 1703. ii) Ordinary Kilometer stone (Precast)
Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc, as per drawing and technical specification clause 1703. iii) 200 m stone (Precast)
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, 1.5 mm thick supported on RCC Post 100 mm x 100 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 approved drawings Clause 1701. (ii) 600mm equilateral triangle.
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 RCC Post 100 mm x 100 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 approved drawings Clause 1701. (iii) 600mm Circular.
RCC Guard Post: Supplying fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering moulding the top curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. b) 15 cm dia. RCC guard post with reinforcement of 4 nos. 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15cm c/c.
Construction of flexible apron 1m thick comprising of loose stone boulders weighing less than 40 kg beyond curtain wall.
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 deep 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.
KATIRAM NARZARY
BIJIT BRAHMA
NANDA SEKHAR UZIR
BABITA BASUMATARY
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