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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.5 CrAccepted-AOC | ₹89.5 Cr | L1 | Accepted-AOC PROPER |
| 2 | L2₹89.9 Cr+₹33.2 L (0.37%)Rejected-AOC BHASKAR NAGAR BYE LANE NO 2 GUWAHATI 21 | SOUTH SALMARA MANCACHAR | ASSAM | 783127 | ₹89.9 Cr+₹33.2 L (0.37%) | L2 | Rejected-AOC Not Qualified for AOC |
Tender Value
₹89.6 Cr
EMD Value
₹1.8 Cr
Closing Date
28 Jan 2022, 2:00 pmClosed
Chief Engineer,W.R.Deptt
O/O Chief Engineer Water Resources Department Chandmari
Construction of B/Dyke from National Law University to Gandhmow village including anti-erosion measures.
2022_DoWR_23981_1
GHY EAST/2021-22/RIDF-II/II
Open Tender
Civil Works
Works
180 days
GUWAHATI EAST
Please refer Tender documents.
2 documents required · 2 mandatory
₹30,000
₹1.8 Cr
Yes
9 Mar 2022
7 Jan 2022
28 Jan 2022
7 Jan 2022
28 Jan 2022
16 Jan 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing medium jungles and trees upto 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed. ( When 30% to 60 % of the area is covered by shrubs,trees etc) 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. (ii) By Mechanical Means (b) In area of thorny jungle | 1,70,562 | m² | - | - |
| 2 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A Lead upto 100 m
i) Girth above 300 mm to 600 mm | 224 | Each | - | - |
| 3 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A Lead upto 100 m
ii) Girth above 600 mm to 900 mm | 170 | Each | - | - |
| 4 | 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 comp g acting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) Govt. Land | 10,97,270.76 | m³ | - | - |
| 5 | Haulage excluding Loading & Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-III: Katcha Track and Track in River Bed/Nallah Bed and Choe Bed | 10,97,270.76 | m³ | - | - |
| 6 | Compacting original ground supporting embankment. Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. Compacting original ground Compacting original ground supporting embankment. | 36,202.32 | m³ | - | - |
| 7 | Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. | 1,93,660.27 | m² | - | - |
| 8 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302, Concrete grade M 15 | 4,079.32 | m³ | - | - |
| 9 | Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. Marshy soil | 4,176.2 | m³ | - | - |
| 10 | Fillling in foundation trenches as per drawing and technical specification Clause305.3.9 I Sand filling | 431.6 | m³ | - | - |
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