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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.0 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L3₹80.8 L+₹83,407 (1.04%)Rejected-Finance | L3 | Rejected-Finance Quoted high | |
| 3 | Rejected-Technical | - | Rejected-Technical EMD amount does not match submitted |
Tender Value
₹80 L
Closing Date
3 Jun 2022, 3:00 pmClosed
Project Director, DRDA, Baksa
O/o the Project Director, DRDA, Baksa
Construction of Paver Block link road with 2 nos culverts from 402 no. Sarumanikpur LP School Chowk to Rice Mill Chowk under head of Account - ADP(SOPD), Baksa-2022-23
2022_BoTC_25663_1
DRDA/Baksa/01/2022
Open Tender
Civil Works – Roads
Works
180 days
Mushalpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
8 Aug 2022
23 May 2022
3 Jun 2022
23 May 2022
3 Jun 2022
23 May 2022
23 May 2022 - 3 Jun 2022
Amount
Clearing and grubbing Road Land Clearing & grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical specification Clause 201 (i) By Manual means (A) Inarea of non thorny jungle
Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. (a) from 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 compacted to meet requirement of table 300.2 with lead upto as per technical specification clause 303.1 (a) from private land
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 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
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates 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 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
Inter locking concrete Block pavement a Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage)
Traffic Signs A Retro-reflectorised Traffic Signs I 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 7 10.2 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) 900mm eauilateral trianale
Earth work in excavation of foundation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3 m depth
Bedding for Pipe Laying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
PCC 1:3:6 in Foundation Plain reinforced concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing & Technical Specification Clause 1109.
Providing and Laying RCC NP3 in Single Row Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, backfilling, coccrete and masonary works in head walls and parapets Clause 1106. (B) 600 mm dia
Bric.k Masonary work Brick masonary work in cement morter in foundation of Head Wall excluding pointing and plastering as per - (Outy.as per Drawing) drawing and technical specifications clause 1109. I)Brick masonary in 1:3 Cement mortar
Brick Masonary work Brick masonary work in cement morter in substructure complete excluding painting and plastering as per drawing and technical specifications clause 602, 603, 1202 and 1204.I)Brick masonary in 1:3 Cement mortar
Plstering Plastering with cement mortar ( 1:4 ) 15mm thick on brick work in substructure as per technical specification
Sri Dhruba Patgiri
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