Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
19 Jul 2021, 6:00 pmClosed
SE HYD CIRLCE UDH
SE HYD CIRLCE UDH
WATER SUPPLY SCHEME BLADA UNDER JJM
2021_PHE_129638_3
ENIT NO. 24 OF 2021-22 DT. 06/07/2021
Open Tender
Civil Works
Turn-key
120 days
REASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
6 Aug 2021
6 Jul 2021
21 Jul 2021
6 Jul 2021
19 Jul 2021
6 Jul 2021
6 Jul 2021 - 9 Jul 2021
Amount
A) G. I Pipe Works
Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc [not exceeding 1.5M in width] and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5Mtr including disposal of excavated earth up to 1M from cutting edge
Providing and laying of GI pipes complete with cost of G.I pipes/fittings/gate valves/ sluice valve / flow meter on R/main & G/main / distribution system / all types of pipe specials & installation of tap connection as per site requirement including carriage.
G.I Pipe 80mm dia nominal bore [Medium]
G.I Pipe 50mm dia nominal bore [Light]
G.I Pipe 40mm dia nominal bore [Light]
G.I Pipe 32mm dia nominal bore [Light]
G.I Pipe 20mm dia nominal bore [Light]
G.I Pipe 15mm dia nominal bore [Light]
Making connections of G.I Distribution branches G.I Mains by providing and fixing Tees & cutting Rethreading of pipes etc for connections a) 25mm to 40mm dia
a) 50mm to 80mm dia
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth consolidation
Supply, Installation, Testing and Commissioning of Flow Metering System as per required dia (ISI Marked with reputed branded or make to be approved by Engineer-in-charge)
Civil Work
Construction of Pump room of size 7.95 mtr x 3.70 mtrs interal size with 02 Doors and 03 Windows in Standard brick masonary with wall thickness 9" complete with earthwork in excavation 1.5 mtr in width as well as 10 sqm on plan, standard mud mat 0.20 mtrs thick with foundation in 1:4:8 mix cement conc. topped by damp proof course 50mm thick in 1:2:4 mix and brick wrok FPS of class desgination 75 and RCC Slab/Beams/Lintels in 1:1½:3 mix with 20mm nominal size stoine agg. inclusive of 15mm thick cement plaster on the rough side of single or half brick work in 1:4 mix, complete with plint protection, centering, shuttering, finishing with water proof paint with MS Steel sliding shutters all as per specification and drawing to be provided at the time of execution by Engineer-in-charge as per established practices and specifications). (Turn key Basis)
Construction of 20,000 Glns Cap GSR round in shape with internal diameter of 6.25 mtrs and dome height of 4.60 mtrs from gsr bed inclusive of free board and dome curvature trench depth 1.20 mtrs in all kinds of soil inclusive of platform cutting with required cement conc. work shall conform to relevent IS code pertaining to water retaining structure in Bed Slab and Gola, beams, slabs, bome, walls etc. with standard specifications of mud mat, plinth protection etc complete with reinforcement, form work, flooring in 1:2:4 and cement plaster 12mm thick in 1:3 mix complete with admixtures, fittings, steel built-up sections and carriage of material ( complete job- details specification to be provided at the time of execution by Engineer-In-charge as per established practices and specifications) including water proofing and finishing all complete. (Turn key basis)
Construction of 10000 Glns Cap GSR round shape with internal diameter of 4.80 mtrs and height of dome from bed slab as 4.80 mtrs upto curvature of the dome with 1:11/2:3 mix Reinforced cement concrete with reinforcement as per standarad norms in Bed Slab and Gola 1:1 ½:3 mix Cement concrete in Beams, Slabs, Dome, and 50mm thick flooring etc. with standard specifications of mud mat, plinth protection etc complete with reinforcement, form work, fand cement plaster 12mm thick in 1:3 mix complete with admixtures, fittings, steel built-up sections and carriage inclusive of standard fitting like PVC plain bends, MS Plate with delivery ,distrinbution wash-out.(Complete Job- details specification to be provided at the time of execution by Engineer-In-charge as per established practices and specifications) including water proofing and finishing all complete. (Turn key basis)
MECHANICAL COMPONENTS
Stage-Zero Providing, Installation, testing and commissioning of 5000 GPHx300 mtrs HC pump set head along with allied accessories.
Prcurement , Installation, testing & commissioning of 100 KVA voltage stabilizer with allied accessories.
Design, fabrication, installation, testing and commissioning of 100 ampere LT control panel with allied accessories.
Stage-1st Providing, Installation, testing and commissioning of 5000 GPHx300 mtrs HC pump set head along with allied accessories.
Prcurement , Installation, testing & commissioning of 100 KVA voltage stabilizer with allied accessories.
Design, fabrication, installation, testing and commissioning of 100 ampere LT control panel with allied accessories.
Stage-2nd Providing, Installation, testing and commissioning of 5000 GPHx300 mtrs HC pump set head along with allied accessories.
Prcurement , Installation, testing & commissioning of 100 KVA voltage stabilizer with allied accessories.
Design, fabrication, installation, testing and commissioning of 100 ampere LT control panel with allied accessories.
Electric Components
Laying of HT line on ST poles 8 mtrs long using ACSR Weasel conductor with 52 mtrs span.
Erection of pole mounted 100 KVA distribuation Sub Station.
AWASTHI TUBEWELL COMPANY
S R Chaddha Industries Limited
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
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 .