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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC NO 46 B CHURCH STREET VELLAGOUNDANPATTI VILLAGE AYYAPURAM POST KADAYANALLUR TALUK TENKASI DISTRICT | TENKASI | TAMIL NADU | 626140 | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 CrRejected-Finance | ₹1.6 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.7 CrRejected-Finance | ₹1.7 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.8 CrRejected-Finance | ₹1.8 Cr | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | S.Sethudurai L4 | V.Chidambaram L3 | ANTONY CONSTRUCTION L1 | SUBBIAH ARUMUGAM L2 |
|---|---|---|---|---|---|---|---|
| 1.00Strengthening of Ariyanayagipuram to Paraikulam Road km 0/0 -1/630 in Sankarankovil Panchayat union under NABARD RIDF XXX - 2024-25 Package No.11/RIDF/2024-25 | |||||||
| 2.00 | Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including and disposal of top Organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201,(i) (A) - Scrub Jungle Clearance | 2,347 | Sqm | 5.67 ₹13,307.49 Lowest | 7 ₹16,429 | 5.94 ₹13,941.18 | 5.95 ₹13,964.65 |
| 3.00 | Picking the Exisiting Bituminous/Water Bound Macadam surface to a depth of 100mm by Mechanical means and addition of deficit aggregate @ 50% for Construction of Granular sub base by providing well graded material, spreading in uniform layers with standard bed camber on prepared surface, and compacting with Vibratory roller to achieve the desired density. | 2,042.92 | Sqm | 20.74 ₹42,370.16 Lowest | 25 ₹51,073 | 21.84 ₹44,617.37 | 21.85 ₹44,637.8 |
| 4.00 | Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 733.5 | Cum | 124.3 ₹91,174.05 Lowest | 150 ₹1,10,025 | 131.29 ₹96,301.22 | 131.3 ₹96,308.55 |
| 5.00Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete. | |||||||
| 6.00 | km 0/0 - 1/0 | 180 | Cum | 473 ₹85,140 Lowest | 600 ₹1,08,000 | 587.45 ₹1,05,741 | 587.45 ₹1,05,741 |
| 7.00 | km 1/0 - 1/630 | 113.4 | Cum | 489.5 ₹55,509.3 Lowest | 600 ₹68,040 | 587.45 ₹66,616.83 | 587.45 ₹66,616.83 |
| 8.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 919.31 | Cum | 2,640 ₹24,26,978.4 | 2,300 ₹21,14,413 | 2,087.4 ₹19,18,967.69 Lowest | 2,087.4 ₹19,18,967.69 Lowest |
| 9.00 | Providing and applying Prime Coat with Bitumen Emulsion (SS-1) using Emulsion distributor at the rate of 0.70 kg per sqm on the prepared Granular surface (Wet Mix Moisture/ Wet Mix Macadam layer) treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii) | 6,128.76 | Sqm | 88.99 ₹5,45,398.35 | 90 ₹5,51,588.4 | 80.9 ₹4,95,816.68 Lowest | 80.9 ₹4,95,816.68 Lowest |
| 10.00 | Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using Emulsion distributor at the rate of 0.25 kg per sqm on the prepared Granular surface (Water Bound Macadam Gr III layer/Wet Mix Macadam Layer) treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii) | 6,128.76 | Sqm | 20.68 ₹1,26,742.76 | 25 ₹1,53,219 | 18.8 ₹1,15,220.69 Lowest | 18.8 ₹1,15,220.69 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
23 Jan 2025, 3:00 pmClosed
Project Director
DRDA, Tenkasi
Strengthening of Ariyanayagipuram to Paraikulam Road in sankarankovil panchayat union under NABARD P.No.11
2024_RDTN_514360_13
DIPR/5603/TENDER/2024 -NABARD TSI
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.7 L
DRDA, Tenkasi
5 Aug 2026
3 Jan 2025
23 Jan 2025
3 Jan 2025
23 Jan 2025
3 Jan 2025
3 Jan 2025
Amount
Strengthening of Ariyanayagipuram to Paraikulam Road km 0/0 -1/630 in Sankarankovil Panchayat union under NABARD RIDF XXX - 2024-25 Package No.11/RIDF/2024-25
Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including and disposal of top Organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201,(i) (A) - Scrub Jungle Clearance
Picking the Exisiting Bituminous/Water Bound Macadam surface to a depth of 100mm by Mechanical means and addition of deficit aggregate @ 50% for Construction of Granular sub base by providing well graded material, spreading in uniform layers with standard bed camber on prepared surface, and compacting with Vibratory roller to achieve the desired density.
Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.
Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete.
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Providing and applying Prime Coat with Bitumen Emulsion (SS-1) using Emulsion distributor at the rate of 0.70 kg per sqm on the prepared Granular surface (Wet Mix Moisture/ Wet Mix Macadam layer) treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii)
Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using Emulsion distributor at the rate of 0.25 kg per sqm on the prepared Granular surface (Water Bound Macadam Gr III layer/Wet Mix Macadam Layer) treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii)
Providing and laying Bituminous Macadam based on job mix formula mixed in hot mix plant of drum type in one layer for overlay as shown in drawing using paving Bitumen 60/70 penetration grade as per IS 73 and aggregates conforming to grading with 37.00 K
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 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Speed Breaker Board [@ Tee Branch/End]
Provision for Hectametre stone 0.75x0.23x0.1m
Provision for Kilometre stone 1.65x0.45x0.15m
Curve Boards [2 Curves]
Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
Retaining Wall
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement Concrete 1:4:8using 40MM BSS Metal including cost and conveyance of all materials to site and all labour charges for mixing ,laying and curing etc., complete.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical
Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Maintenance Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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}
SUBBIAH ARUMUGAM (BID ID -1230790)
V.Chidambaram (BID ID -1230341)
S.Sethudurai (BID ID -1230329)
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