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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹75.3 L+₹2.5 L (3.45%)Accepted-AOC AMGURI HOUSE NO 0 CITY TOWN CHIRANG P O AMGURI P S AMGURI DISTRICT CHIRANG PIN 783393 | CHIRANG | ASSAM | 783393 | ₹75.3 L+₹2.5 L (3.45%) | L2 | Accepted-AOC L2 |
| 2 | L1₹72.8 LRejected-AOC | ₹72.8 L | L1 | Rejected-AOC L1 |
| 3 | L2₹75.3 L+₹2.5 L (3.45%)Rejected-AOC SHYAMTHAIBARI GARUBHASA CHIRANG ASSAM | ₹75.3 L+₹2.5 L (3.45%) | L2 | Rejected-AOC L2 |
| 4 | L2₹75.3 L+₹2.5 L (3.45%)Rejected-AOC | ₹75.3 L+₹2.5 L (3.45%) | L2 | Rejected-AOC L2 |
| 5 | L2₹75.3 L+₹2.5 L (3.45%)Rejected-AOC | ₹75.3 L+₹2.5 L (3.45%) | L2 | Rejected-AOC L2 |
Tender Value
₹83.6 L
EMD Value
₹1.7 L
Closing Date
9 Sept 2022, 1:30 pmClosed
The Addl. Chief Engineer-cum Director, PWD
O/o the Addl. Chief Engineer-cum Director, PWD,BTC
Construction of ICBP road from Bengtol Tukrajhar PWD road to Sonapur village with RCC drain in Chirang District. Package No.TN_15_3
2022_BTC_26647_1
No. ACE- 05/CHN/IFB/2018-19/416
Open Tender
Civil Works – Roads
Item Rate
270 days
Bengtal
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,700
₹1.7 L
Yes
O/o the Addl. Chief Engineer-cum Director, PWD,BTC
4 Mar 2023
18 Aug 2022
9 Sept 2022
18 Aug 2022
9 Sept 2022
18 Aug 2022
18 Aug 2022 - 2 Sept 2022
2 Sept 2022
Amount
(A) 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 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 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 Cl. 401. A) By Mix in place Method. (ii) For Grading II Material.
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. 3) Grading-III (A) By Mnaul Means.
i) Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504. (a) including Edge block/Edge restraint.
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) 60cm equilateral tringle
(B) CD Work: RCC Side Drain: Earthwork in excavation for structures as per drawing and technical specification clause 305.1 includding setting out, construction of scoring and bracing, removal of stumps and other deleterious material, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil . (i) Upto 3.00 m depth
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 i) Sand Filling.
Providing concrete for Plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203. A. With Crushed Stone (a) PCC Grade M-10 Nominal Mix 1:3:6
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204. A. With Crushed Stone. (iii) RCC Grade M-20 (i) For Height upto 5m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in sub structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Gul kr Wary
BIJIT BRAHMA
BIRKANG WARY
RAJU CHANDRA BASUMATARY
M/S MANJULA CONSTRUCTION
JAYCHAND MUCHAHARY
RAJESH BASUMATARY
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