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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Lowest bidder and hence his bid accepted |
| 2 | L2₹1.4 Cr+₹93,467.80 (0.65%)Rejected-Finance NO 5 8 KANKATTI ALA PERIYAKUTTY MADUVU POST VAZHAPPADI TALUK SALEM 636101 | SALEM | SALEM | TAMIL NADU | 636101 | ₹1.4 Cr+₹93,467.80 (0.65%) | L2 | Rejected-Finance Higher rate quoted compared to L1 |
| 3 | L3₹1.5 Cr+₹5.4 L (3.75%)Rejected-Finance ATHANOOR NAMAKKAL | NAMAKKAL | NAMAKKAL | TAMIL NADU | ₹1.5 Cr+₹5.4 L (3.75%) | L3 | Rejected-Finance Among three bidders this bidder has quoted the highest value |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
6 Dec 2023, 3:00 pmClosed
The Superintending Engineer
O/o The Superintending Engineer, Upper Cauvery Basin Circle, Salem-7
Construction of a check dam across LathuvadiOdai in Lathuvadi Village of ThalaivasalTaluk in Salem District.
2023_WRD_387895_1
02/DO2/SEUCBC SALEM/2023-2024
Open Tender
Civil Works - Water Works
Lump-sum
270 days
Lathuvadi Village of Thalaivasal Taluk
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹80,000
23 Jan 2024
16 Nov 2023
7 Dec 2023
16 Nov 2023
6 Dec 2023
16 Nov 2023
Amount
Clearing Scrub Jungle
Earth work open excavation for foundation excavating and Depositing on bank with initial lead of 10m and lift of 2 m in all soils and sub-soils ( including DSR not requiring blasting ) to full depth as may be directed except hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary, refilling the sides of foundation with excavted earth in layers not more than 15 cm thick well rammed and consolidated etc., complete, complying with standared specifications and as directed by the department officers.
All soils except Hard rock and medium rock requiring blasting
Medium Rock and Dense Medium Rock requiring blasting
Earth work Narrow excavation for foundation excavating and Depositing on bank with initial lead of 10m and lift of 2 m in all soils and sub-soils ( including DSR not requiring blasting ) to full depth as may be directed except hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary, refilling the sides of foundation with excavted earth in layers not more than 15 cm thick well rammed and consolidated etc., complete, complying with standared specifications and as directed by the department officers
All soils except Hard rock and medium rock requiring blasting
Medium Rock and Dense Medium Rock requiring blasting
Cement Concrete of Grade M10 (One Cement, Three M.Sand and Six Hard Broken Stone Jelly) using 40 mm hard broken jelly including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing etc., complete complying with standard specification and as directed by the Departmental Officers.
Cement Concrete 1:2:4 (One Cement , Two M.Sand and Four Hard Broken Stone Jelly) using 20 mm hard broken stone jelly including laying, consolidating, finishing , rendering the top surface rough to receive the floor, curing etc., complete complying with standard specification and as directed by the Departmental Officers.
Cement Concrete 1:2:4 (One Cement , Two M.Sand and Four Hard Broken Stone Jelly) using graded metal of size 60% of 40 mm and 40% of 20mm including laying, consolidating, finishing , rendering the top surface rough to receive the floor, curing etc., complete complying with standard specification and as directed by the Departmental Officers.(Ground Level upto 4.5m)
Reinforced cement concrete M20 (One Cement, One and half M.Sand, Three Hard Broken Stone Jelly) using 20mm gauge hard broken granite stone jelly for all RCC items of work excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including laying vibrating with mechanical vibrators finishing, curing etc., complete complying with standard specification and as directed by the Departmental Officers.(Above Ground Level upto 4.5m)
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29m height for Plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90 x 60 cm and 10 BG stiffened with welded mild steel angle, of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak joist of size 10 cm x 6.5 cm spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with standard specification and as directed by the Departmental Officers.
Above Ground Level
.Below Ground Level upto 1.50m
Supplying, fabricating & placing in position mild steel / Ribbed Tor steel grills for all RCC works as per design given including cost of steel and GI binding wire in all floors etc.,complete complying with standard specification and as directed by the Departmental Officers.
Rough stone dry packing for Apron & Revetment using new stones including stacking the roughstone for premeasurement etc., complete complying with standard specification and as directed by the Departmental Officers.
Supplying and filling with Boulders of size more than 300 mm without blasting for rivetment for launching apron etc.., Complete complying with standard specifications and as directed by the Departmental Officers.
Supplying and filling M.Sand in layers of not more than 15cm thick well rammed, watered and consolidated etc., complete complying with standard specification and as directed by the Departmental Officers.
Supplying and filling of Gravel by lorry including conveyance, loading and unloading charges and all other incidental charges laying, watering etc., complete complying with standard specification and as directed by the Departmental Officers.
Supplying and filling with Graded metal of size 10 mm ,20 mm & 40 mm hard broken granite stone jelly and complying with standard specifications and as directed by the Departmental Officers.
Providing & fixing 75 m dia PVC pipe (6 kg/cm2) for weep holes including cost of net ,cutting and placing close at both etc..,Complete complying with standard specifications and as directed by the Departmental Officers.
Earth work excavation deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc. complete complying with standard specifications and as directed by the departmental officers.Having width 3m to10m.
Selliamman Constructions
MSV Engineering Construction and Co.
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