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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹308.8 CrAccepted-AOC | ₹308.8 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹318.6 CrRejected-Finance | ₹318.6 Cr | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹329.6 CrRejected-Finance | ₹329.6 Cr | L3 | Rejected-Finance L3 Bidder |
| 4 | L4₹344.3 CrRejected-Finance | ₹344.3 Cr | L4 | Rejected-Finance L4 Bidder |
| 5 | L5₹352 CrRejected-Finance | ₹352 Cr | L5 | Rejected-Finance L5 Bidder |
Tender Value
₹313.0 Cr
EMD Value
₹50 L
Closing Date
16 Jul 2024, 5:30 pmClosed
EXECUTIVE ENGINEER MAINTENANCE DIVISION UJJAIN
Rajasv Colony Dashara Maidan Ujjain
SEWERAGE PROJECT OF AMRUT 2 PHASE 1 AND 3 UJJAIN CITY
2024_UAD_346708_1
AMRUT2.0_03
Open Tender
Civil Works - Water Works
1095 days
Ujjain
Please refer Tender Document
9 documents required · 9 mandatory
₹50,000
₹50 L
Ujjain
17 Feb 2025
16 Mar 2024
18 Jul 2024
16 Mar 2024
16 Jul 2024
16 Mar 2024
4 Apr 2024
Amount
SEWERAGE PROJECT OF UJJAIN UNDER AMRUT 2.0 Phase- 1
SEWERAGE PROJECT OF UJJAIN UNDER AMRUT 2.0 Phase- 3
Description of Work / Item(s)
Amount
Phase _1 Sewer Network : Work of Providing, Laying, Jointing, Testing, Commissioning & Trial run of Dia. 200 mm to 300mm DWC HDPE and RCC NP4 Class pipe as per IS 16098 Part 2 and IS 458 with latest amendments having total length 475 Km with suitable joints including testing of joints, cost of pipes and jointing material complete with up to date amendments. AS PER TENDER DOCUMENT
Construction of circular type manholes of Dia. 900mm, 1200mm, 1500mm, 1800mm Construction of circular type manholes of various dia. at bottom, 560 mm dia at top, common Burnt Clay Bricks or fly ash bricks of compressive strength not less than 75 Kgf/ cm2 with 1:4 cement mortar (1cement : 4 coarse sand), inside & outside plastering minimum12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement. 20 cm thick foundation in cement concrete 1:3:6 (Nominal Mix) with stone aggregate 40mm nominal size, and making channel in cement concrete 1:2:4 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, including providing and fixing footrest, manhole cover and frame etc.complete. (only excavation as per actual shall be paid separately) fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering etc. complete as per standard drawing. Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel. (as per Drawing No. - 15A,B,C,D,E,F,G.H,I,J,K,L,M,N,O,P) AS PER TENDER DOCUMENT
House Service Chamber AS PER TENDER DOCUMENT
Sewage Lift Station: Construction of Sewage lift station with Pumps and all necessary electrical and mechanical accessories . Job includes Pumps and required associated works to complete the job in all respect excluding cost of manholes/ Septic tanks AS PER TENDER DOCUMENT
Sewage Pumping Station: Construction of Sewage Pumping station with Pump house including Boundary, Approach road, Gate, site development & all necessary electrical and mechanical accessories. Job includes Pumps and required associated works to complete the job in all respect AS PER TENDER DOCUMENT
Providing and installation of various valves in pipe line Work: - AS PER TENDER DOCUMENT
Air Valve with Isolation valve Providing, supplying, fixing & testing at site ductile iron /Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve with isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done. all complete. (For PN 10 & 16) AS PER TENDER DOCUMENT
2. Providing & fixing of following Ductile iron double flanged sluice valves glandless, resililent (soft seated) non-rising spindle with body bonnet of ductile iron of grade GGG 40/SGI 400/12 or equivalaent grade or of higher tensile strength grade, as per IS: 3896 part-II-1986 and subsequent revision, wedge fully rubber lined with EPDM food grade quality and seals of NBR. The valve should be with replaceable nut and replaceable sliding shoes, valve stems shall be of single piece thread rolled. Sluice valve shall be compitable for buried applications without valve chambers. The valve should be vaccum tight and 100% leakproof with face to face dimensions as BS: 5163-89/ IS: 14846/2000/DIN 3204 F4 and flange connections as per IS: 1538. Valve should be with electrostatic powder coatilng both inside and outside (thickness 250 micron) with pocketless strailght thro body passage including jointing and testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. AS PER TENDER DOCUMENT
SEWAGE PUMPING MAIN:- Work of Providing, Laying, Jointing, Testing, Commissioning & Trial run of Dia.100 mm -700mm DI K-7 pipe as per IS:5382/85 with latest amendments having total length 4.990 Km with suitable joints including testing of joints, cost of pipes and jointing material complete with up to date amendments. AS PER TENDER DOCUMENT
For laying the pipeline existing surface/roads structure shall be dismantled in appropriate width. The dismantling of various layers of roads shall be carried out as per requirement but within the particular item given in Schedule of rates. The pipe shall be laid over the approved bedding and in true levels as per specifications.After laying of pipes the back filling with appropriate material shall be carried out in as such a way that the compaction is achieved to desired MDD. For reconstruction of roads, the sub grade, the sub base, the base course and the surface layers shall be constructed as per specifications. The surface and composition of pavement of road being reconstructed over the laid pipe shall be same as the road which was existing before the laying of pipes AS PER TENDER DOCUMENT
Valve Chamber : Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge AS PER TENDER DOCUMENT
Anchor Block as per Approved design & drawing AS PER TENDER DOCUMENT
Providing House Sewerage connection for households comprising of following works AS PER TENDER DOCUMENT
SCADA & Instrumentation Work for each of four nos. Pumping Stations (2 nos. LPS & 2 nos. SPS) AS PER TENDER DOCUMENT
DG Set, Substation & HT Feeder Line Providing HT Feeder connection upto SPS Construction of electric substation i/c providing & installation of transformers, double pole structure A,B switch, D.O. fuse, C-T,-vents etc Complete with all respect Supply, installation, testing and commissioning of 'Silent Type' diesel generating set comprising with diesel engine water cooled, Synchronous alternator, AMF control panel single/three phase, acoustic enclosure, battery with charger and related accessories including PCC 1:2:4 platform, incoming cable 10 mtr, earthing Cu/GI plate 2No/2No, exhaust pipe 'B' class with insulation as per CPWD specification and CPCB - II Norms Supply, installation, testing and commissioning of diesel generating set three phase, water cooled with AMF control panel, AS PER TENDER DOCUMENT
RAILWAY, NH & SH CROSSING BY TRENCHLESS METHOD AS PER TENDER DOCUMENT
Miscellaneous Work AS PER TENDER DOCUMENT
Machineries for cleaning of Manhole and Sewer Line AS PER TENDER DOCUMENT
Total Of Item No 1 to 15
Description of Work / Item(s)
Amount
Phase _3 Sewer Network : Work of Providing, Laying, Jointing, Testing, Commissioning & Trial run of Dia. 1600 mm RCC NP4 Class pipe as per IS 16098 Part 2 and IS 458 with latest amendments having total length 3.000 Km with suitable joints including testing of joints, cost of pipes and jointing material complete with up to date amendments. AS PER TENDER DOCUMENT
Construction of circular type manholes of Dia.\1500mm Construction of circular type manholes of various dia. at bottom, 560 mm dia at top, common Burnt Clay Bricks or fly ash bricks of compressive strength not less than 75 Kgf/ cm2 with 1:4 cement mortar (1cement : 4 coarse sand), inside & outside plastering minimum12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement. 20 cm thickfoundation in cement concrete 1:3:6 (Nominal Mix) with stone aggregate 40mm nominal size, and making channel in cement concrete 1:2:4 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, including providing and fixing footrest, manhole cover and frame etc.complete. (only excavation as per actual shall be paid separately) fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in Cement concrete 1:2:4 (nominal mix) with stone aggregate 20mm nominal size including centering and shuttering etc. complete as per standard drawing. Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel. (as per Drawing No. - 15A,B,C,D,E,F,G.H,I,J,K,L,M,N,O,P) AS PER TENDER DOCUMENT
Sewage Pumping Station: Construction of Sewage Pumping station with Pump house including Boundary, Approach road, Gate, site development & all necessary electrical and mechanical accessories. Job includes Pumps and required associated works to complete the job in all respect AS PER TENDER DOCUMENT
Providing and installation of various valves in pipe line Work: - Air Valve with Isolation valve Providing, supplying, fixing & testing at site ductile iron /Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve with isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done. all complete. (For PN 10 & 16) Providing & fixing of following Ductile iron double flanged sluice valves glandless, resililent (soft seated) non-rising spindle with body bonnet of ductile iron of grade GGG 40/SGI 400/12 or equivalaent grade or of higher tensile strength grade, as per IS: 3896 part-II-1986 and subsequent revision, wedge fully rubber lined with EPDM food grade quality and seals of NBR. The valve should be with replaceable nut and replaceable sliding shoes, valve stems shall be of single piece thread rolled. Sluice valve shall be compitable for buried applications without valve chambers. The valve should be vaccum tight and 100% leakproof with face to face dimensions as BS: 5163-89/ IS: 14846/2000/DIN 3204 F4 and flange connections as per IS: 1538. Valve should be with electrostatic powder coatilng both inside and outside (thickness 250 micron) with pocketless strailght thro body passage including jointing and testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. AS PER TENDER DOCUMENT
SEWAGE PUMPING MAIN:- Work of Providing, Laying, Jointing, Testing, Commissioning & Trial run of Dia.250 mm -450mm DI K-7 pipe as per IS:5382/85 with latest amendments having total length 12.50 Km with suitable joints including testing of joints, cost of pipes and jointing material complete with up to date amendments. AS PER TENDER DOCUMENT
For laying the pipeline existing surface/roads structure shall be dismantled in appropriate width. The dismantling of various layers of roads shall be carried out as per requirement but within the particular item given in Schedule of rates. The pipe shall be laid over the approved bedding and in true levels as per specifications. After laying of pipes the back filling with appropriate material shall be carried out in as such a way that the compaction is achieved to desired MDD. For reconstruction of roads, the sub grade, the sub base, the base course and the surface layers shall be constructed as per specifications. The surface and composition of pavement of road being reconstructed over the laid pipe shall be same as the road which was existing before the laying of pipes AS PER TENDER DOCUMENT
Valve Chamber Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge AS PER TENDER DOCUMENT
Anchor Block as per Approved design & drawing AS PER TENDER DOCUMENT
Total Of Item No 1 to 8
LC Infra Projects Pvt Ltd
Rajkamal Builders Infrastructure Pvt. Ltd.
P C Snehal Construction Pvt. Ltd
M/S EMS LIMITED
JSP PROJECTS PVT LTD
AYYAPPA INFRA PROJECTS PVT LTD
Dineshchandra R Agrawal Infracon Pvt. Ltd.
LC Infra Projects Pvt Ltd
Rajkamal Builders Infrastructure Pvt. Ltd.
P C Snehal Construction Pvt. Ltd
M/S EMS LIMITED
JSP PROJECTS PVT LTD
AYYAPPA INFRA PROJECTS PVT LTD
Dineshchandra R Agrawal Infracon Pvt. Ltd.
LC Infra Projects Pvt Ltd
Rajkamal Builders Infrastructure Pvt. Ltd.
M/S EMS LIMITED
JSP PROJECTS PVT LTD
Dineshchandra R Agrawal Infracon Pvt. Ltd.
AYYAPPA INFRA PROJECTS PVT LTD
P C Snehal Construction Pvt. Ltd
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