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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.5 LAccepted-AOC | ₹66.5 L | L1 | Accepted-AOC Awarded |
| 2 | L1₹66.5 LRejected-AOC | ₹66.5 L | L1 | Rejected-AOC Not Awarded |
| 3 | L1₹66.5 LRejected-AOC | ₹66.5 L | L1 | Rejected-AOC Not Awarded |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Admitted. Refer Technical minutes |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Admitted. Refer Technical minutes |
Tender Value
₹70 L
EMD Value
₹1.4 L
Closing Date
6 Mar 2024, 5:00 pmClosed
Director
O/o The Director Soil Conservation
BOULDER REVETMENT AND PITCHING AT JAHA JAN AT BAGALS ROAD CHOWK DURGA MANDIR AMAYAPUR VILLAGE under RIDF - XXIX
2024_SCD_36257_2
Tender/NIT/Pt/2023-24/9334
Open Tender
Civil Works
Item Rate
90 days
Nalbari
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,400
₹1.4 L
Yes
27 Sept 2024
14 Feb 2024
7 Mar 2024
14 Feb 2024
6 Mar 2024
22 Feb 2024
Amount
Earth work in exavation 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 50m. 2.8.1 all kinds of soil.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.
Stone masonry in cement mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification cluses 613.4 & 1204
Reinforced cement concrete work in ..... excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).in super structure
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams
Centering and shuttering including strutting, propping etc. and removal of form for girders, bressumers and cantilevers
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars
15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners
Providing & laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification
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'
Plantation of trees and their maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60m 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 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
Ikbal Hussain
Md. Chan Ali
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