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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | L1 | Accepted-AOC Lowest quoted | |
| 2 | L2₹1.6 L+₹15,100 (10.2%)Rejected-AOC | L2 | Rejected-AOC highest quoted | |
| 3 | L3₹1.8 L+₹31,460 (21.2%)Rejected-AOC | L3 | Rejected-AOC Highest quoted |
Tender Value
₹1.6 L
EMD Value
₹4,090
Closing Date
20 Oct 2022, 3:00 pmClosed
Regional Project Director
Kerala Rural Water Supply and Sanitation Agency, Regional Project Management Unit, Malappuram, MMC.X/108-112, UMK Tower, Uphill, Jubilee Road, Near Passport Office, Malappuram P.O. - 676 505
Construction of Rain Water Harvesting Ferro Cement Tank of capacity 10000 litres, 3.00m Diameter, 1.50m Height at PHC in Elavally GP and at Govt. UP School, Konathukunnu in Vellangallur GP, Thrissur district under State Plan Scheme 2022-23
2022_KRWSA_515639_1
25/RWH/KRWSA/MPM/TSR/2022
Open Tender
Civil Works - Water Works
Item Rate
90 days
Elavally and Vellangallur GPs in Thrissur District
As per NIT
7 documents required · 7 mandatory
₹500
₹4,090
11 Nov 2022
13 Oct 2022
22 Oct 2022
13 Oct 2022
20 Oct 2022
13 Oct 2022
13 Oct 2022 - 15 Oct 2022
Amount
Construction of rain water harvesting unit using ferro-cement tank of capacity 10000 litres, as per the approved drawing, by constructing foundation with Random Rubble Masonry in cement mortar 1:6 over a levelling course of PCC 1:4:8 using 40mm broken stone 100 mm thick , Plinth portion plastered with 12mm thick CM 1:3, filling the basement with dry rubble packing to the required curved shape at top, placing the scour pipe suitably, providing 75mm thick PCC 1:2:4 using 20 mm broken stone to the required curved shape at the top of foundation /basement, over which constructing a Ferro cement tank of capacity 10000 litres of 3.00 m diameter and 1.50m height using 6mm M.S bars for belt, haunch, hoop, diagonal and circular for bottom, sides and dome, one layer 12 gauge weld mesh 50mmx50mm size & 12 x 24 gauge chicken mesh (2 layer) for bottom, sides & dome, 60cmx60cm man hole and cover at the dome, inlet chamber with filter and gratings, plastering the tank with cement mortar 1:2.5, 12 mm thick finished with neat cement flushing coat inside and outside, having an average wall thickness of 24mm, white washing two coats to the exposed surface, providing half split 160 mm diameter gutter pipe class 2 uPVC (up to 10.00m), down pipe & inlet pipe with 75mm class 3 uPVC pipe (up to 30.00 m), scour and over flow pipe with 50mm class 3 uPVC pipe, 75 mm PVC valve for down pipe, 50 mm PVC valve for scour pipe, 20mm GI out let pipe with 15mm PVC tap. Earth work excavation for recharge pit of size 1.00mx1.00mx1.00m refilled with rubble , brickbats, stone etc to collect water from overflow pipe, (if open well available within a distance of 15 m the over flow is to be connected to the well), Providing 32mm GI (M) pipe of suitable length with MS saddle piece welded to one end of the pipe so as to support 75mm uPVC pipe (inlet pipe) wherever necessary, welding MS bars at the other end to have proper anchorage and fixing the pipe with CC 1:2:4 etc including all cost and conveyance of materials and labour charges to the full finished work in all respects including Labelling-“KRWSA - RWH Tank - 10000Litres Capacity .”
VIBIN PAUL
SAJEEV ANN
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