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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.3 LAccepted-AOC KAMALPUR P O BAIHATA P S KAMALPUR DIST KAMRUP | KAMRUP | ASSAM | 781030 | L1 | Accepted-AOC Awarded | |
| 2 | L2₹79.6 L+₹34,940 (0.44%)Rejected-Finance | L2 | Rejected-Finance Refer to Financial minutes. | |
| 3 | Rejected-Technical VILL LAMARGARHATI P O DHUHI P S KAYAN DIST KAMRUP ASSAM PIN 781350 | LAMARGARHATI | KAMRUP | ASSAM | 781350 | - | Rejected-Technical Not Admitted. Refer Technical minutes | |
| 4 | Rejected-Technical H NO 10 BYE LANE NO 5 F ALI AHMED NAGAR P O KHANAPARA P S DISPUR DIST KAMRUP M ASSAM | - | Rejected-Technical Not Admitted. Refer Technical minutes | |
| 5 | Rejected-Technical BARKHETRI BARNI P O BONGAON P S BELSOR DIST NALBARI ASSAM | BONGAON | NALBARI | ASSAM | - | Rejected-Technical Not Admitted. Refer Technical minutes |
Tender Value
₹89.6 L
EMD Value
₹1.8 L
Closing Date
9 Jan 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Director of Soil Conservation
O/o The DSC, Bhumi sangrakshan bhanvan, RGB Road, Guwahati -05
EROSION PROTECTION WORK AT CHENGNOI RIVER BALITARA VILLAGE DURGA MANDIR UNDER RIDF XXX DURING 2024 - 25
2024_SCD_41508_3
Tender/NIT/Pt/2024-25/3644
Open Tender
Civil Works
Item Rate
120 days
Balitara
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,800
₹1.8 L
Yes
O/o The DSC, Assam
28 Mar 2025
20 Dec 2024
10 Jan 2025
23 Dec 2024
9 Jan 2025
27 Dec 2024
26 Dec 2024
Amount
Erosion Protection Works
Clearing and grubbing surface drain including rank vegetation, grass, bushes, Shurb, Sapling etc.and dispose of unserviceable materials outside the periphery of the area. By manual means (In area of light jungle)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
Providing and laying of boulder apron laid in wire crates with 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
Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm
Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. b) Without Boat.
PLANTATION: Fabricating, supply & fixing of MS circular tree guard of 75 cm. dia. and 120 cm. height (above GL), MS tree guard made with 3 no. 25 x 25 x 5 mm MS angle iron 150 cm. long fixed vertically and 3 nos. 20 x 5 mm MS flat fixed circumferentially around MS angle, with support of MS angle and flat 13 gauge MS wire mesh welded in square grid pattern with an opening of 2” x 2”.
Planting of Trees and their Maintenance for one 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 manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
Cost of RCC sign board including painting , writing & fitting fixing at project sit, complete.
SRI SAURAV KUMAR CHOUDHURY (BID ID -254601)
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techsummary_66838.pdf
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finsummary_66838.pdf
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AOCChengnoiRiverBalitara.pdf
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