Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAccepted-AOC 2 578 THAYAGAM FOURTH STREET THANTHAI PERIYAR NAGAR KARAIKUDI SIVAGANGA TAMIL NADU | PUDUKKOTTAI | TAMIL NADU | 621308 | L1 | Accepted-AOC L1 |
Tender Value
₹40.2 L
EMD Value
₹50,000
Closing Date
30 Dec 2024, 5:00 pmClosed
Regional project Director,Regional project managem
REGIONAL PROJECT DIRECTOR,REGIONAL PROJECT MANAGEMENT UNIT,KRWSA, MATHA ARCADE, THODUPUZHA, IDUKKI - 685584
Supply , Installation , trial run and commissioning of 25 KLD grey water treatment unit (NOWA TYPE) at District Ayurvedic Hospital Paremavu in Idukki Distric
2024_KRWSA_708593_2
RPMU/IDKI/SUS/GRY/TEN/01/24
Open Tender
Civil Works - Water Works
Item Rate
90 days
VAZHATHOPE
As per tender condition
6 documents required · 6 mandatory
₹2,500
₹50,000
1 Mar 2025
21 Dec 2024
1 Jan 2025
21 Dec 2024
30 Dec 2024
21 Dec 2024
21 Dec 2024 - 30 Dec 2024
Amount
ANNEXURE 1-DISTRIBUTION
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 110mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 160mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 200mm Dia.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil (Ref. Item No. 2.10.1 of DSR)
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 110 mm nominal outer dia pipes
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).160 mm nominal outer dia pipes.
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 200 mm nominal outer dia pipes.
Surveying using Electronic Total Station with single prism in hilly terrain / normal terrain with heavy traffic.
ANNEXURE 2- INSPECTION CHAMBER
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
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
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)
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
ANNEXURE 3- UNTREATED GREY WATER COLLECTION TANK
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1071 & 1074
Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.5m to 3.0m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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
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
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site 1 15.0
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
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
Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2
Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh orother suitable size wire mesh to be fixed & firmly anchored to the concretesurface by means of "L" shaped mild steel shear key welded with existingreinforcement including the cost of materials, labour, tool & plants as approvedby Engineerin-charge.
ANNEXURE 4 -WETLAND
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 6 1
Supply of Cost of pebble 12 mm to 20 mm
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
Supply of Cost of pebble 2 mm to 6 mm / 6mm to 12mm.
Supply and planting of filter bed plants including plant and labour
FINAL COLLECTION TANK -Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1071 & 1074
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)
DESIGNING AND fINAL DOCUMENTATION
Survey work
pump and accessories (1hp )3nos
Supply and Installation of two parallel anaerobic NOWA type Digestion Chamber and Baffle Filter reactor approved by CSIR – NIIST with pre-fabricated with MS with FRP coating / FRP with Steel reinforced of Capacity 12.5 KLD each as per the detailed specification attached with tender document.( Detailed specification attached separately in Technical Specification of NIT documents)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1136280.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .