Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-AOC | ₹3.8 Cr Quoted ₹4.0 Cr | L1 | Accepted-AOC Construction of a Check dam across Vellakal Kanar in Periyankuppam Village in Ambur Taluk of Tirupathur District |
| 2 | L2₹4.1 Cr+₹11.1 L (2.76%)Rejected-Finance | ₹4.1 Cr+₹11.1 L (2.76%) | L2 | Rejected-Finance Among the 3 Bidders Highest Rate Quoted by B Dharmaraj |
| 3 | L3₹4.2 Cr+₹15.1 L (3.74%)Rejected-Finance | ₹4.2 Cr+₹15.1 L (3.74%) | L3 | Rejected-Finance Among the 3 Bidders Highest Rate Quoted by Chitrahem Construction |
Tender Value
₹3.9 Cr
EMD Value
₹2.1 L
Closing Date
17 Oct 2024, 3:00 pmClosed
The Superintending Engineer, WRD.,
The Superintending Engineer, WRD., Upper Palar Basin Circle, Vellore
Construction of a Check dam across Vellakal Kanar in Periyankuppam Village in Ambur Taluk of Tirupathur District.
2024_WRD_489471_1
e-Tender Notice No.02 UPBC Vellore F.Tender 2024-25 Dt 25.09.2024
Open Tender
Civil Works
Lump-sum
275 days
Ambur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹2.1 L
Yes
1 Apr 2025
28 Sept 2024
18 Oct 2024
30 Sept 2024
17 Oct 2024
1 Oct 2024
Amount
Clearing the Scrub Jungle etc complete complying with standard Specifications and as directed by departmental officer
Earth work excavation in all soils except Medium rock/hard rock requiring blasting and conveying for formation of bund with lead 2 km by deploying earth moving machineries and tippers including benching formation of bunds, breaking clods, ramming, sectioning, etc. complete complying with standard specifications and as directed by the departmental officers
Earth Work Excavation for foundation in all soils and sub soils and to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers
Earth work excavation deploying earth moving machinery including Jungle clearnce and conveying the same with Tippers with a lead of 0-100m to the low lying areas as shown by the departmental officers including levelling etc, complete complying with standard specifications and as directed by the departmental officers. open excavation
Earth Work Excavation for foundation in all soils and sub soils and to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers(Narrow cutting)
Supplying and spreading sand gravel mix ratio of 30 : 70 for 10 cm thick over the top of bund and other places as required at site of work including watering and consolidation using power roller, etc, complete complying with standard specifications and as directed by the departmental officers
Providing and placing in position of plain cement concrete M 10 grade using M sand & graded hard blue granite broken stone jelly of 40mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick ,compacting, consolidation by finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers.
Providing and placing in position of plain cement concrete M 15 using M sand & hard blue granite broken stone jelly of size 20 mm mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers
for work upto 1.50m depth below ground level and upto 1.00 m height above ground level
for works above 1.5 m to 4.50 m below ground level
Supplying and erecting centering for vertical plain / RCC concrete walls of supply channel, retaining wall etc for following height height with necessary supports, all cross bracing with mild steel size of 90 cm x 60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x 25 mm x 3 mm for bearing laid silver Oak / Country wood joist of size 7.50 cm x 5.0 cm spaced @ about 90 cm C / C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C / C, etc., complete complying with standard specifications and as directed by the departmental officers. Vertical Height
upto 0.90m height
upto 1.80m height
upto 2.70/3.00 m height
3.00 to 4.00 m Height
4.00 to 5.00 m Height
5.00 m to 6.00 m Height
Providing and placing in position of plain cement concrete M 15 grade using M sand & graded hard blue granite broken stone jelly of 60% of 40 mm size and 40% of 20 mm size mixing with mixer machine and laying in layers oincluding the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers
for work upto 1.50m depth below ground level and upto 1.00 m height above ground level
for works above 1.5 m to 4.50 m below ground level
above ground wall upto 4.5m height
Providing and placing in position of Reinforced Cement Concrete M 20 using M sand & hard blue granite broken stone jelly of 20 mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick excluding form works, centring, shuttering and steel fabrications compacting, consolidation by using vibrators, finishing, watering, curing, etc complete complying with standard specifications and as directed by the departmental officers
for work upto 1.50m depth below ground level and upto 1.00 m height above ground level
for works above 1.5 m to 4.50 m below ground level
Supplying, fabricating and placing in position of Mild Steel or Ribbed Tor Steel for all RCC works as per design & drawing given including cost of steel, binding wire and labour charges for cutting, bending, laying in position and tying with binding wire, etc. complete complying with standard specifications and as directed by the departmental officers
Supplying and filling with clean river sand in layers of not more than 15 cm thick, well watered, rammed and consolidated etc., complete complying with standard specifications and as directed by the departmental officers
Supplying and laying with graded hard blue granite broken stone jelly of varying of size from 80 mm, 63 mm, 50 mm, 40 mm, 25 mm, 20 mm, 12 mm and 10 mm in equal proportions for formation of filter drains and filter bed as shown in drawing etc complete complying with standard specifications and as directed by the departmental officers
Supplying and placing in position of plain cement concrete blocks of size 1.50x1.50x0.90m of M 15 grade concrete using hard blue granite broken stone jelly of size 20 mm mixing with mixer machine and laying in rows wherever necessary, compacting, consolidation by using vibrators, finishing, watering, curing including the cost of erecting and centering including necessary support for plain surfaceses for concrete block of size 1.50 m X 1.50 m X 0.90 m using MS sheets of size 1.50 m X 0.90 m of 10 gauge stiffened with MS angle of size ISS 25 mm X 25 mm X 3 mm supported by MS flats of size 25 mm X 3 mm, conveyance to site with all labour charges etc. complete complying with standard specifications and as directed by the departmental officers
Gravel packing in gaps between cement concrete blocks including cost of gravel and filling charges to full depth and stacking for premeasurements etc complete complying with standard specifications and as directed by the departmental officers
Gravel backing for apron / revetment / retaining wall in layers not exceeding 15 Cm thick including stacking for premeasurement, watering, consolidation and trimming the top surface so as to receive the rough stones, etc complete complying with standard specifications and as directed by the departmental officers
Providing launching apron using new jeddy stone of size not less than 300 mm thick and weight not less than 40 Kg including the cost of new wedges for filling the gaps, finishing etc complete complying with standard specifications and as directed by the departmental officers
Providing and fixing PVC Expansion joint with required wide as directed in between deck slab over abutments and peirs as shown in the drawing including cost and conveyance of expansion joints including shlimar pad and joint sealant etc., Complete complying with standrad specifications and as directed by the departmental officers.
Supplying and fixing the Cement concrete block of size 300 mm X 300 mm X 250 mm of M 15 using hard blue granite broken stone jelly of 20 mm size mixing with mixer machine including the cost and conveyance of all materials to work site, labour charges for fixing the same in position and including all other incidental charges, compacting, consolidation by using vibrators, finishing, watering, curing etc complete complying with standard specifications and as directed by the departmental officers
De-watering of using diesel pump set having capacity 7.50 HP including cost of hire charges, diesel, labour etc complete complying with standard specifications and as directed by the departmental oficers
Regrading the river bed including jungle clearance by deploying the heavy machinery like dozer on use hour basis including cost of hire charges, fuel, crew, labour charges etc., complete complying with standard specification and as directed by the Departmental Officers.(The use hour will be calculated according to Log book mainenance of machineries according to the rules in force and as directed by the departmental officers) D80A12
Providing and fixing Seepage pipes of 110 mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia semi-spherical backfill arrangements with 100 mm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill etc., Complete complying with standrad specifications and as directed by the departmental officers.
GST 18 % in Figures
B. Dharmaraj (BID ID -1166696)
CHITRAHEM CONSTRUCTION COMPANY (BID ID -1166817)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 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 .