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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 Cr+₹141.43 (<0.01%)Rejected-AOC C O AMWN BASUMATARY SONTOSHI NAGAR P O P S UDALGURI DIST UDALGURI BTC ASSAM PIN 7844509 | UDALGURI | UDALGURI | ASSAM | 7844509 | ₹2.6 Cr+₹141.43 (<0.01%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.6 Cr+₹2.3 L (0.89%)Rejected-AOC | ₹2.6 Cr+₹2.3 L (0.89%) | L3 | Rejected-AOC L3 |
Tender Value
₹2.6 Cr
EMD Value
₹5.1 L
Closing Date
6 Feb 2021, 2:00 pmClosed
Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar
Construction of CC Block road from Dhansri Main Canal to Sonai Batabari via Phuhurabari under State Govt. Goodwill Project under SOPD (G) for the year 2020-21
2021_BTC_20622_1
ACE-92/UDLG/GWMP/2020-21
Open Tender
Civil Works – Roads
Item Rate
730 days
Udalguri District
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,730
Principal Secretary, BTC, Kokrajhar
₹5.1 L
Yes
9 Apr 2021
1 Feb 2021
6 Feb 2021
1 Feb 2021
6 Feb 2021
1 Feb 2021
1 Feb 2021 - 6 Feb 2021
Amount
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, upto 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 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 & 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private land
Construction of sub-grade and earthen shoulders with Japproved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with a lead upto 1000m 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 (II) For Grading II Material
Providing, laying, spreading and compacting graded stone aggregates to water bound macadam specification including spreading uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages ..........required density Grading-3 as per Technical Specification Clause 405. (A) By Manual Means
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) From Ch.0.00 m to 3140.00m
Extra for providing and laying Colour Interlocking Concrete Block Pavement as per technical specificaton clause 1504 complete including carriage
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.
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 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 Igrade cement concrete 450 mm x 450 mm x 1600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1801 :: iv) 800mm x 600mm rectangular From Ch.0.00 m to 3140.00 m
RCC Hume Pipe Culvert of size 1000 mm dia NP3 Single Row 7.50 M Long 12.1 Item No.1/11.1 : 'Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
9.1 Item No.2/11.4 : PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
12.4 Item No.3/11.4 : 'Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. For Bedding
Item No.9.3: Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement morter 1:2 1000 mm dia
Item No.6/9.8 :Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
Item No.7/9.11: Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications
NELSON BASUMATARY
MUKUL NARZARI
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