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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L1 | Accepted-AOC Construction of Cut and Cover channel to divert sewage water from Vandranthangal surplus course to Tharapadavedu surplus course in Katpadi Taluk of Vellore District |
| 2 | L2₹4.0 CrRejected-Finance | ₹4.0 Cr | L2 | Rejected-Finance Among the 2 bidders highest rate quoted by M Venkateshbabu |
| 3 | Rejected-Technical ERODE 638 002 | ERODE | TAMIL NADU | 638002 | - | - | Rejected-Technical TAC Approved on 17.10.2025 |
| Sl No | Description | Qty | Unit | POONSALAI CONSTRUCTIONS L1 | M VENKATESHBABU L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwrok Excavation for foundation in all soils and sub soils to full depth by deploying earth moving machineries and tippers excluding benching, formation of bunds breaking clods ramming sectioning and including conveying the excavation earth in the low lying area with lead 100m and levelling etc., complete complying with standard specification and as directed by departmental officers. | 2,600 | Cubic meter | 49 ₹1.3 L | 54 ₹1.4 L |
| 2.00 | Providing and placing in position of plain cement concrete M 10 grade using M-Sand and graded hard blue granite broken stone jelly of 40 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, compacting, consolidation finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers. | 351 | Cubic meter | 5,780 ₹20.3 L | 6,285 ₹22.1 L |
| 3.00Supplying and erecting centering for vertical RCC concrete walls of supply channel, retaining wall etc for following 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 and removing the same without any damages etc., complete complying with standard specifications and as directed by the departmental officers | |||||
| 3.10 | upto 0.90m height | 1,170 | Square meter | 539 ₹6.3 L | 586 ₹6.9 L |
| 3.20 | upto 1.80m height | 7,320 | Square meter | 619 ₹45.3 L | 675 ₹49.4 L |
| 4.00 | Supplying and erecting centring for sides and soffits and strutting upto 3.0 m height for plane surfaces such as RCC slab rectangular beam or L beam lintels and bed blocks, stairs and covering slabs landing beam canopy etc, with 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 10 cm x 6.5 cm spaced @ about 90 cm C / C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C / C and removing the same without any damages etc., complete complying with standard specifications and as directed by the departmental officers - Horizontal Centering upto 3m height. | 560 | Square meter | 1,086 ₹6.1 L | 1,181 ₹6.6 L |
| 5.00 | 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 | 600 | Quintal | 8,958 ₹53.7 L | 9,739 ₹58.4 L |
| 6.00 | Supplying and laying of Ready Mix for RMC M25 grade of concrete having charaterstic strength not less than specified in the IS 456 - 2000 using Ordinary portland cement with minimum cement content of 300 Kg / cum confirming to IS 8112. Coarse aggregates having a specific gravity of 2.60 using 20 mm down graded hard blue granite broken stone jelly and fine aggregate without fly ash as per IS 383 - 1970 ( 2007 ) with suitable water cement ratio not less than 0.45 and not exceeding 0.50 of water quality confirming to IS 456 - 2000 including use of plasticizer of approved make & dosage of required grade at all locations and levels with specified high workability as per IS 1199 - 1959 ( 2004 ). The initial & final setting time confirming IS 12269 - 1987 ( 2004 ) with maximum temperature of concrete at the time of placing should not exceed 32 0 C. The admixtures affecting the quality and strength of the concrete should not be used and should confirm IS 9103 - 1979 [ usual admixture - Air entraining & water reducing ]. Including the cost of hire charges for pump and pumping charges to the required locations & levels as specified by the Engineer - in - charge,. laying, compacting, consolidation by using vibrators, finishing, watering, curing, testing charges as per IS 456 - 2000, 4031 - ( Part 3 & 6 ) / 1988 ( 2005 ) & ( Part 2 ) / 1999 ( 2004 ) and 516 / 1959 ( 2004 ), 4926 - 1976 ( 1990 ), mix design details to be got approved before commencement of the work adopting pour card system and other OK cards. Excluding the cost of form works, centering, shuttering and cost of reinforcement grills placed in position etc, complete complying with standard specifications and as directed by the departmental officers. RCC | 1,080 | Cubic meter | 7,064 ₹76.3 L | 7,682 ₹83.0 L |
| 7.00 | Providing and placing in position of plain cement concrete M15 using M.sand and 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 | 1,300 | Cubic meter | 6,783 ₹88.2 L | 7,335 ₹95.4 L |
| 8.00 | Earth work in all soil except hard rock requiring blasting and conveying for formation of bund with an extra lead of every 1 km of part thereof deploying earth moving machinery and tippers including consolidation by power roller benching, formation of bunds, breaking clods and sectioning etc., completed as directed by the departmantal officers. | 13,900 | Cubic meter | 116 ₹16.1 L | 128 ₹17.8 L |
Tender Value
₹3.8 Cr
EMD Value
₹2.0 L
Closing Date
7 Oct 2025, 3:00 pmClosed
Superintending Engineer, WRD.,
O/o of the Superintending Engineer, WRD., Upper Palar Basin Circle, Vellore - 6
Construction of Cut and Cover channel to divert sewage water from Vandranthangal surplus course to Tharapadavedu surplus course in Katpadi Taluk of Vellore District
2025_WRD_598228_1
e tender Notice No 03 UPBC Vellore F_Tender 2025_26 Dt 25_08_2025
Open Tender
Civil Works
180 days
katpadi
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹2.0 L
26 Feb 2026
29 Aug 2025
8 Oct 2025
29 Aug 2025
7 Oct 2025
1 Sept 2025
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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