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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAccepted-AOC BARLAWGAON P O KALIAGAON DIST CHIRANG BTR ASSAM | ₹5.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.0 Cr+₹9,817.68 (0.02%)Rejected-AOC | ₹5.0 Cr+₹9,817.68 (0.02%) | L2 | Rejected-AOC L2 |
| 3 | L3₹5.2 Cr+₹22.2 L (4.44%)Rejected-AOC | ₹5.2 Cr+₹22.2 L (4.44%) | L3 | Rejected-AOC L3 |
Tender Value
₹5.0 Cr
EMD Value
₹10 L
Closing Date
6 Feb 2021, 2:30 pmClosed
Sri Hriday Boro
O/o the Addl. Chief Engineer cum Director, PWD,BTC
Construction of road from Ulubari Chariali to No.2 Bishnupur village via No.1 Bishnupur in Chirang District under Assam Govt. Goodwill Project for BTR District under the SOPD for 2020-21
2021_BTC_20514_1
No. ACE- 90/CHN/GWMP/2020-21/6
Open Tender
Civil Works – Roads
Item Rate
360 days
Chirang
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
The Principal Secretary, BTC, Kokrajhar
₹10 L
Yes
9 Sept 2021
30 Jan 2021
6 Feb 2021
30 Jan 2021
6 Feb 2021
30 Jan 2021
30 Jan 2021 - 6 Feb 2021
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 compacted to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 BY Mechanical Means, Private land
Construction of subgrade and earthen shoulder 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 upto 1000 m as per Technical Specification Clause 303.1. BY Mechanical Means, Private land
Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per Clause 401. (ii) For Grading-II Material.
Water Bound Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming/ screening binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (A) By Manual Means. III) WBM Grading-III
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. (including of edge restraint and carriage)
(B) CD Work: R.C.C Box Culvert, Size= 1.00m x 1.00m 3 Nos. Earth work in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious mater dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304 i. In Ordinary Soil (A) Mechnical Means Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. i) P.C.C Grade M10,
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. A. With Crushed Stone (iv) RCC M-25 GRADE (i) Heigth up to 5m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
Providing and laying of boulder apron laid in wire crates made width 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
MANIK KUMAR MUCHAHARY
SIDHARU MUCHAHARY
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