Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC MADURAI | MADURAI | TAMIL NADU | 625001 | ₹2.7 Cr Quoted ₹3.0 Cr | L1 | Accepted-AOC L1 CONTRACTOR |
| 2 | L2₹3.3 Cr+₹27.8 L (9.33%)Rejected-Finance 1 407 1A ENGINEER 4TH CROSS STREET THIRUPPALAI MADURAI 625014 | MADURAI | TAMIL NADU | 625014 | ₹3.3 Cr+₹27.8 L (9.33%) | L2 | Rejected-Finance L2 CONTRACTOR |
| Sl No | Description | Qty | Unit | HEADWAY CONSTRUCTION L1 | SUBASH BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00Name of Work:-Construction of Bridge across Perungamanallur Kalungu Oodai Along Perungamanallur - Perumalkovilpatti Road to Onappatti Road at Perungamanallur Panchayat in Sedapatti Block at Madurai District | |||||
| 2.00Dismantling of Existing Structures like culverts, bridges and other structure | |||||
| 3.00 | Removal of RCC | 18 | Cum | 4,848 ₹87,264 Lowest | 5,300 ₹95,400 |
| 4.00 | Removal of PCC | 48 | Cum | 547 ₹26,256 Lowest | 598 ₹28,704 |
| 5.00 | Earthwork Excavation in all classes of soil Except Hard Rock Requiring Blasting and depositing on bank with all specification for DRESSING THE BED UP TO SILL LEVEL. | 128.47 | Cum | 138 ₹17,728.86 Lowest | 151 ₹19,398.97 |
| 6.00 | Earthwork Excavation in Soft Disintegrated Rock Not Requiring Blasting FOUNDATION (OPEN FOUNDATION, RAFT FOUNDATION, CUT OFF WALL, FLEXIBLE & RIGID APRON) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. | 413.86 | Cum | 651 ₹2,69,422.86 Lowest | 712 ₹2,94,668.32 |
| 7.00 | Blasting and Removing the Hard Rock Requiring Blasting for (OPEN FOUNDATION, CUT OFF WALL) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. | 68.98 | Cum | 2,199 ₹1,51,687.02 Lowest | 2,405 ₹1,65,896.9 |
| 8.00 | Providing and Fixing Dowel Bars with 32mm Steel Rods of 1.5m length embedded into the rock to a depth of 0.9m by providing | 172 | Nos | 998 ₹1,71,656 Lowest | 1,091 ₹1,87,652 |
| 9.00 | Vibrated Cement Concrete of Grade M 15 using 40mm, 20mm &10mm ISS size HBG metal including cost and (Levelling Course for Footing Under Abutment, Wing Wall & Piers Below Sill Level). | 22.99 | Cum | 5,763 ₹1,32,491.37 Lowest | 6,301 ₹1,44,859.99 |
| 10.00 | Vibrated Plain Cement Concrete of Grade M 20 using 40mm, 20mm & 10mm ISS size HBG Metal including cost and conveyance of all materials to site including | 359.95 | Cum | 6,893 ₹24,81,135.35 Lowest | 7,536 ₹27,12,583.2 |
Tender Value
₹2.6 Cr
EMD Value
₹2.8 L
Closing Date
19 Aug 2025, 3:00 pmClosed
Joint Director/Project Director DRDA Madurai
O/O of Project Director DRDA Madurai
MMadurai District Construction of bridge across Perungamanallur Kalungu Odai along Perungamanallur - Perumalkovilpatti Road To Onappatti Road Ch 0 / 150 M (R77) in Sedapatti Block under State Special Assistance (2025-26)
2025_RDTN_587324_4
DIPR/3980/TENDER/2025
Open Tender
Civil Works - Bridges
Item Rate
360 days
Sedapatti
Refer Tender document
4 documents required · 4 mandatory
₹0
₹2.8 L
O/O of Project Director DRDA Madurai
21 Sept 2025
1 Aug 2025
19 Aug 2025
1 Aug 2025
19 Aug 2025
1 Aug 2025
11 Aug 2025
Amount
Dismantling of Existing Structures like culverts, bridges and other structure
Removal of RCC
Removal of PCC
Earthwork Excavation in all classes of soil Except Hard Rock Requiring Blasting and depositing on bank with all specification for DRESSING THE BED UP TO SILL LEVEL.
Earthwork Excavation in Soft Disintegrated Rock Not Requiring Blasting FOUNDATION (OPEN FOUNDATION, RAFT FOUNDATION, CUT OFF WALL, FLEXIBLE & RIGID APRON) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL.
Blasting and Removing the Hard Rock Requiring Blasting for (OPEN FOUNDATION, CUT OFF WALL) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL.
Providing and Fixing Dowel Bars with 32mm Steel Rods of 1.5m length embedded into the rock to a depth of 0.9m by providing
Vibrated Cement Concrete of Grade M 15 using 40mm, 20mm &10mm ISS size HBG metal including cost and (Levelling Course for Footing Under Abutment, Wing Wall & Piers Below Sill Level).
Vibrated Plain Cement Concrete of Grade M 20 using 40mm, 20mm & 10mm ISS size HBG Metal including cost and conveyance of all materials to site including
Vibrated Plain Cement Concrete of Grade M20 using 40mm, 20mm & 10mm ISS size HBG Metal including cost and conveyance , for Sub structure of Abutment, Pier & Wing Wall Above Sill Level.
Vibrated Reinforced Cement Concrete of Grade M30 using 20 & 12mm ISS size HBG Metal including cost and conveyance of all materials specifications for RCC Dirtwall and Bedblock.
Providing and Fixing Seepage Pipes of 100mm dia PVC Pipes of required lengths for abutments and wings including cost and conveyance the Backfill in Between Abutments and Returns.
Providing and Fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., complete.
Vibrated Reinforced Cement Concrete of Grade M30 using 20 & 12mm ISS size HBG Metal including cost and conveyance complete as per relevant standard specifications for RCC Deck Slab & Kerb.
Providing Filter Media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and specifications for Roads and Bridges "Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
Filling Behind Abutments and Wings with Clean Gritty Gravel including cost and conveyance of gravel to worksite, laying, handling complete for Filling Behind the Abutment and Wings.
Providing & Fixing PVC Expansion joint in between Deck Slab over Abutment & Piers as shown in the drawing including cost & conveyance of Expansion Joint including Shalimar Pad and Joint sealant etc., complete.
Vibrated Cement Concrete of Grade M15 using 40mm, 20mm & 10mm ISS size HBG Metal specifications for Basecoarse Below Approach Slab.
Vibrated Reinforced Cement Concrete M30 Grade, using 20mm & 12mm ISS size HBG Metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabricationcomplete as per standard specifications for Approach Slab.
Vibrated Cement Concrete M30 using ISS Size HBG Graded Metal including cost and conveyance Wearing Coat of 75mm Uniform Thickness Over Deck Slab and Approach Slab.
Vibrated Reinforced Cement Concrete of Grade M30 using 20 & 12mm ISS size HBG metal including cost and specifications for RCC Handrail.
Vibrated Cement Concrete M20 Grade using 40mm, 20mm & 12mm heights for Parapet Wall over Wings.
Providing and Fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc, complete.
Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 2008,
Approach road
Excavation including removal and satisfactory disposal of all materials necessary Approach Road.
98% COMPACTION
100% COMPACTION
Collection and Supply of Gritty Gravel from approved quarry including cost andetc.complete, For SHOULDERS.
Construction of Granular Sub-Base by providing close graded Material, complete as per clause 401 GSB-III.
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 150 mm thick,
Providing and Laying of Prime Coat using Emulsion at the Rate of 7 Kg Per Ten Square Meter over the WMM surface preparatory to another bituminous construction over it.
Proivding and laying of Tack coat using Emulsion Bitumen at the rate of 4.0kg/sq.m over the promer treated WBM surface preparatory to another construction over it.
Providing, laying 50mm Consolidated Thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING CMP (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00 - 9.50mm. 0.17cum of 9.5 - 2.36 and below with 50.3kgs of VG30 / VG40
Diversion road Estimate
Excavation including removal and satisfactory disposal carted earth with a lead of 2km for Formation.
Compaction 98%
Construction of Granular Sub Base by providing Well Graded material (25 mm to 4.75 mm IRC HBG Metal @ 65%, 4.75 to 2.36mm IRC HBG metal @ 20% & 2.36 mm
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 100mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 100mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5.
Providing and Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry.
PCC RETAINING WALL ESTIMATE
Earthwork Excavation in Medium Rock & Dense Medium Rock Not Requiring Blasting except hard rock FOUNDATION UNDER RETAINING WALL.
Vibrated Cement Concrete of Grade M 15 using 40mm, 20mm &10mm ISS size HBG metal including cost and (Below PCC Retaining Wall).
Vibrated Plain Cement Concrete of Grade M 20 using 40mm, 20mm & 10mm ISS size HBG metal Footing under PCC RETAINING WALL.
Vibrated Plain Cement Concrete of Grade M 20 using 40mm, 20mm & 10mm ISS size HBG relevant standard specifications for Stem of PCC Retaining Wall Concrete.
Providing and Fixing Seepage Pipes of 100 mm dia. PVC pipes of required BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.
BED PROTECTION ESTIMATE
Earthwork Excavation in all Classes of Soil Except Hard Rock Requiring Blasting and depositing on bank with all leads and lifts as per SS20B, for FOUNDATION FOR RIGID APRON.
Vibrated Cement Concrete of Grade M15 using 40mm, 20mm & 10mm ISS size HBG metal including cost and s for FOUNDATION CONCRETE Base Course for Apron.
Vibrated Cement Concrete of Grade M-20 using 20mm, 12mm ISS Size HBG Metal including cost and specifications for RIGID APRON.
Vibrated Reinforced Cement Concrete of Grade M 30 using 20 & 12mm ISS size HBG metal including cost and complete as per relevant standard specifications for CUT OFF WALL
WHITE WASHING AND PAINTING ESTIMATE
Whitewashing of Abutments, Piers & Wing Walls using two Coats of Freshly Burnt Shell Lime
Plastic Emulsion Painting for Crashbarrier and Handrails using two coats of Enamel Paint.
Cost of BedWhite Washing and Painting
Provision for Sign Board (SB)
Provision for Reflectors (R)
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}
SUBASH BUILDERS (BID ID -1423699)
stage.html
html • 0.04 MB
tech_eval.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 .