Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAccepted-Finance | L1 | Accepted-Finance Lowest Estimate Rate | |
| 2 | L2₹20.1 L+₹1.4 L (7.42%)Rejected-Finance | L2 | Rejected-Finance Above Estimate Rate |
Tender Value
₹19 L
EMD Value
₹19,000
Closing Date
11 Jan 2022, 3:00 pmClosed
President
Village Panchayat Office, Muraiyur Panchayat
ESTIMATE FOR 60,000 LITRES OHT at MURAIYUR VILLAGE IN MURAIYUR PANCHAYAT
2022_RDTN_218907_1
DA3/1161/2020/Muraiyur-OHT
Open Tender
Civil Works
Item Rate
120 days
Muraiyur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹19,000
Yes
11 Jan 2022
6 Jan 2022
11 Jan 2022
6 Jan 2022
11 Jan 2022
6 Jan 2022
Amount
ESTIMATE FOR 60,000 LITRES CAPACITY SERVICE RESERVOIR - 12.00m STAGING HEIGHT (Raft footing) NEAR POST OFFICE @ MURAIYUR VILLAGE IN MURAIYUR PANCHAYAT.
Earthwork excavating and depositing on bank with an initial lead of 10 metres and initial lift of 2 metres in hard stiff clay, black cotton, hard red earth, shales, murrams, ordinary gravel stoney earth mixed with small sized boulders etc., SS 20B and as directed by TWAD Board Officers - for foundation
First depth of 2m
Second depth of 1m
Supply, Delivery and Filling with clean river sand complying with standard specification including watering ramming and consolidation etc., complete and as directed by TWAD Board Officers-for foundation.
Levelling coarse in cement concrete 1:4:8 (one cement,four sand and eight aggregate) using 40mm hard broken stone for foundation and leveling coarse including cost of all materials, mixing,placing, ramming, curing, finishing etc., complete and as directed by TWAD Board Officers. (Beyond 1.5 m to 4.5 m below GL)
Reinforced Cement Concrete using M30 Design mix with required cement, sand and 20 mm and 10 mm Machine crushed HBG stone including the cost of all materials, labour charges, mixing by using mechanical mixer machine, placing in position, lifting, vibrating by using mechanical vibrator, finishing & curing but excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges etc., complete and as directed by TWAD Board Officers.
For items 1.5m to 4.5m below GL
For items 0 to 1.50m below GL
For items 0m to 4.5m above GL
For items 4.51m to 7.32 m above
For items above 7.32 m & up to 10.98 m from GL
For items above10.98 m & up to 14.64 m from GL
For items above14.64 m & up to 18.30 m from GL
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over I type M.S. Truss of size 25x25x3 mm space at about 90cm c/c and supported by 40 mm GI pipe (Medium) spaced at 75cm c/c etc., complete and as directed by TWAD Board Officers.
Below GL
Below G.L.
Ground level to 3.30 m
Painting two coats with Emulsion Paint over the one coat of Priming coat two coats using approved cement paint including cost of one coat of white washing, cost of all materials, labour charges, etc., complete and as directed by TWAD Board Officers.
Supplying, fabricating and placing in position of Steel rods for reinforcement including cost of steel and binding wire and labour charges etc. complete for RCC works and as directed by TWAD Board Officers.
Providing and fixing of RCC inside access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., complete and as directed by TWAD Board Officers.
Providing and fixing of cut stone (Rough dressed) set in CM 1:3 of required size at site including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. (Size 0.30 x 0.30 x 0.15 m)
Supply, Delivery and fixing of CI Manhole frame with cover of following size including cost of all materials, fixing of MS clamps, Bolt and nuts etc.,complete and as directed by TWAD Board Officers. 0.60 x 0.60 (Heavy Duty)
Painting the TWAD Board Emblem and writing the slogon in accordance with size and specifications as approved by the TWAD Board Officers with approved colour and quality of paint on the exterior surface of Service Reservoir complete etc., and as directed by TWAD Board Officers.
Providing GI pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete and as directed by TWAD Board officers
65mm Ø GI pipes for inlet 1xl connection
65mm Ø GI pipes for over flow
50mm Ø GI pipes for scour pipe 1xl
65mm Ø GI pipe for delivery 1x1 pipe
90mm Ø PVC Threaded coupler
75 mm Ø PVC threaded coupler
65mm Ø GI Tee
65mm Ø GI 90 Bend
65mm Ø GI coupler
65mm Ø GI union
65mm Ø GI Elbow
65x50mm Ø GI Reducer
75mmx 63mm PVC Reducer
75mm PVC Threaded coupler
75x90 PVC Reducer
75x63 PVC Reducer
65mm Ø GM Gate valve
50mm Ø GM gate valve
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Refilling with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed by TWAD Board Officers.
Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001
Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works
a. 90 mm OD pvc Pipe
Conveying the PVC Pipes and specials to trench lowering into the trenches, laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste and testing to the required pressure as per IS including conveyance etc
a.90mm OD pvc Pipe
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
a. 90mm OD PVC Pipe 4 KSC
Hydraulic field testing charges for HDPE Pipes as per Page No 258 Item No 11E
Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
90mm HDPE Bend
90mm Threded Tee
Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking
a.80mm GI pipe-page 43
Supply and delivery of GI specials to site of work as per IS specification with ISI marking
a.80mm GI Elbow page 43
b 80mm GI coupling page 43
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.90 mm dia Pipe
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
S DHNALAKSHMI
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_258862.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 .