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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.6 LAccepted-AOC | ₹81.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹85.6 L+₹4.1 L (5.01%)Rejected-AOC | ₹85.6 L+₹4.1 L (5.01%) | L2 | Rejected-AOC L2 |
| 3 | L3₹86.3 L+₹4.7 L (5.82%)Rejected-AOC | ₹86.3 L+₹4.7 L (5.82%) | L3 | Rejected-AOC L3 |
| 4 | L4₹89.3 L+₹7.7 L (9.44%)Rejected-AOC | ₹89.3 L+₹7.7 L (9.44%) | L4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
14 Feb 2024, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer Project Division,Calicut
Jal Jeevan Mission (JJM)-CWSS To Thariode, Kottathara, Vengapally and Pozhuthana Panchayath Phase 2- Providing Boosting Arrangements with Syntex tank for Supplying water to Highly Elevated ares of Pozhuthana Panchayath Part III/4-Pipeline Work
2024_KWA_653817_1
EE/RT/PD/KKD/65/2023-24
Open Tender
Civil Works - Water Works
Item Rate
180 days
Pozhuthana
7 documents required · 7 mandatory
₹2,800
₹50,000
22 Mar 2024
6 Feb 2024
15 Feb 2024
6 Feb 2024
14 Feb 2024
6 Feb 2024
6 Feb 2024 - 14 Feb 2024
Amount
APPENDIX A : Pumping main- Cost of material
100.98.194:Supply of HDPE Pipe PE 100 (IS 4984/1995), 16kg, 90mm Outer Dia.
OD253827/2023-2024:Add 5% for PE Specials
100.98.445:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 40mm.
APPENDIX B : Pumping main -Working charge
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
100.98.194:Supply of HDPE Pipe PE 100 (IS 4984/1995), 16kg, 90mm Outer Dia.
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
OD253825/2023-2024:Add 5% for GI Specials
18.19.6.1:Providing and fixing gun metal non-return valve of approved quality (screwed end): 80 mm nominal boreHorizontal
100.32.2:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 40mm Single Acting Air Valve.
OD248082/2023-2024:Supplying and fixing 150mm CI surface box embedded with RCC slab of size 0.6x0.6x0.15 and 200mm PVC pipe 10Kg/cm2 pipe acting as protection tube with including all cost of conveyance, labour charges etc. Complete.
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
APPENDIX C : Foundation for Syntex tank
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
OD248542/2023-2024:providing and fixing roofing arrangement for the syntex tank (2x5000 lit= 10000 lit) - inlcuding the supply and fixing GI Sheet for roof. including all material charges, all industrial charges, all labour cost, including satisfactory completion and commissioning of the project
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
Appendix: D- Supply,Providing and Fixing Syntex tanks
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
APPENDIX :Pump Automation
OD248071/2023-2024:Works related to Panel Board Standardization-Installation charges and setting the Starter and GSM Module,connecting the cable, crimping socket with cable etc as per the direction of departmental officers
OD248072/2023-2024:Supply erection testing and commissioning of Advanced wireless fully automatic water level controller with sump to overhead tank / Mobile operated GSM based module for operation of starters and controllers from anywhere using mobile phone .outdoor transmitter powered by solar panel with rechargeable Li-ion battery - suitable for 3 phase 5 - 10 HP motor starter, with design tested to perform reliably even in extreme environmental conditions, suitable for single phase and three phase installations, fully automatic ON/OFF with level sensors, communication with IVRS in local languages, 4 user can control the operation, power fail and feed back SMS in regional languages, four different "time of day" can be set in a day for pump operation, controls daily operations of a pump for pre-defined periods and ease of operation with advanced facilities such as auto switch off while dry run with in fraction of seconds, low voltage preventer, phase change preventer, low voltage cut off, online monitoring system etc of reputed make.
APPENDIX :PUMP SET
ADHARV CONSTRUCTIONS
ABDUL GAFOOR K V
SURESH BABU
Bidder Name
ABDUL GAFOOR K V
SURESH BABU
SRPT ENGINEERING PRIVATE LIMITED
ADHARV CONSTRUCTIONS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1010747.pdf
boq_comp_chart.xlsx
xlsx
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