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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹84,741Accepted-AOC | ₹84,741 Quoted ₹29,108.20 | 1 | Accepted-AOC L1 |
| 2 | 2₹84,741+₹3 (0.01%)Accepted-AOC | ₹84,741+₹3 (0.01%) Quoted ₹29,111.20 | 2 | Accepted-AOC L1 |
| 3 | 3₹84,741+₹3 (0.01%)Accepted-AOC | ₹84,741+₹3 (0.01%) Quoted ₹29,111.20 | 3 | Accepted-AOC L1 |
| 4 | 3₹84,741+₹3 (0.01%)Accepted-AOC | ₹84,741+₹3 (0.01%) Quoted ₹29,111.20 | 3 | Accepted-AOC L1 |
| 5 | 3₹84,741+₹3 (0.01%)Accepted-AOC | ₹84,741+₹3 (0.01%) Quoted ₹29,111.20 | 3 | Accepted-AOC L1 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
18 May 2023, 12:00 pmClosed
Senior Geologist GSDA Satara
Senior Geologist GSDA Satara
Construction of Recharge Shaft under Atal Bhujal Yojana at Various Places in District Satara SATARA/ATAL/RS/IR/01/2023-24
2023_DGSSA_902463_1
1
Open Tender
Civil Works
Item Rate
120 days
satara
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
₹1.5 L
Yes
Senior Geologist GSDA Satara
21 Dec 2023
10 May 2023
19 May 2023
10 May 2023
18 May 2023
10 May 2023
16 May 2023
Amount
Item No. 1-Item No. 1-Site preparation/cleaning by Labour (WRD CSR-2021-22, Table-02, Sr.21, Page No.10)
Item No. 2-Drilling Of borewell of 150 mm dia (in soil & murum strata 200/215 mm dia.and in hard rock 150 mm) by D.T.H. machine including transportation of machine at work site.
Item No. 3-Providing & Supplying180 mm dia. PVC casing pipe (6 kg/cm2) (IS 4985-1988)
Item No. 4- Lowering & handling & grouting 180 mm dia. PVC casing pipe (6 kg/cm2) (IS 4985-1988)
Item No. 5-Providing, Supplying & Fixing 180 mm dia PVC Borewell Endcap
Item No. 6- Provision for perforation of PVC Casing pipe
Item No. 7 -Providing Chicken Mesh for wrapping around the PVC casing pipe including 5% fabrication losses etc. complete
Item No. 8-Excavation in soils of all types, sand, gravel and soft murum, for filter pit etc. complete
Item No. 9-Excavation in Hard Murum for filter pit etc. complete
Item No. 10- Excavation in hard rock of all toughness by breaker
Item No. 11 -Providing ISI standard R.C.C. pipe 900 mm dia Class-NP-II,
Item No. 12 -Lowering and Laying R.C.C. pipe 900 mm dia, etc complete
Item No. 13- Provision for perforation of RCC pipe
Item No. 14-Providing & Fixing R.C.C. cover cap for 900 mm dia. R.C.C. pipe with with two hooks for lifting and handling etc. complete
Item No.15 -Providing oil paints of approved manufactures and of approved colour to Paint RCC Cover cap
Item No.16 -Providing & Applying Two Coats of oil paints by Painter
Item No.17- Providing and fixing of M.S.Angles of dimensions (50 mm x50 mm x 6 mm) of length 33 RMT as per drawing (Vertical angles 4 No.x 2 M + Horizontal angles 8 No. x 2 M + Top support angles 4 No.x 2 M+ 10% wastage of total length) ( 1 meter angle (50x50x6mm) weight is equal to 4.5 kg. approximate so 37 RMT X 4.5 KG = 162 KG)
Item No.18- Providing jali welded mesh 25*25*11 gauge for filter media including 5% fabrication losses etc. complete.
tem No.19- Providing and fixing of M.S.Flats (40 mm x 3 mm) dimensions of length(4 No.*1m) 4 RMT as per drawing ( 1 meter angle (40 mm x 3 mm) weight is equal to 0.899 KG.
Item No. 20- Provision for onsite drilling of holes,welding ,threading,fabrication, bolting ,etc for fixing of M.S.Angles of dimensions (50 mm x50 mm x 6 mm) of length 37 RMT as per drawing
Item No. 21- Providing and applying two coats of epoxy paints on welded mesh and M.S.angles (inside and out side)
Item No. 22- Provision for colouring of welded mesh and M.S.angles by epoxy paints.
Item No. 23-Providing & Filling 40 mm gauge stone Agrregate as filter media inside Pit & Beteween RCC pipe & Welded Mesh above GL (Layer thickness as per Design)
Item No.24-Providing & Filling 20 mm gauge stone Agrregateas filter media inside the Pit (Layer thickness as per Design)
Item No.25-Providing & Filling 10 mm gauge stone Agrregate as filter media inside the Pit & RCC Pipe above GL (Layer thickness as per Design)
Item No.26 -Providing & Arranging Brick as Filter Media on The Top section in Between the welded Mesh & RCC Pipe inside the Pit.(Top 2 Layers of 70 mm is equal to 0.14 m Thickness) excluding top area of 900mm RCC pipe
Item No.27-Providing and Constructing gabion structure 0.50 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete.( In Dry condition and for under water installation extra cost to be considered) including Labour Charges
Item No.28 -Photography & Video shooting etc complete per Recharge Shaft (min 3 photo i.e.initial stage, work in progress stage and completion stage)
Krushikanya Research Enterprises
Bhavdeep industries private limited
AMBADAS RAJARAM KALE
Watershed Plus
Sunil Kailas Patil
NAKUL MANOJ GAIKWAD
PARYAVARAN RESOURCE CENTER
Swapnil Vilasrao Jagdale
V V CONSTRUCTION
Krushiraj InfraStructure
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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