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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.8 LAccepted-AOC 4 243 MAIN STREET VANNIKONENTHAL TIRUNELVELI DISTRICT | ₹81.8 L Quoted ₹86.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹90.5 LRejected-Finance | ₹90.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹98.3 LRejected-Finance | ₹98.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹98.8 LRejected-Finance | ₹98.8 L | L4 | Rejected-Finance L4 |
| 5 | L5₹99.5 LRejected-Finance 145 B SOUTH MASI STREET TENKASI DISTRICT | TENKASI | TAMIL NADU | 627412 | ₹99.5 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M.Ramachandravel L2 | S.Sethudurai L6 | P.Vijayabalan L3 | Guna construction L5 | GSM INFRASTRUCTURE L1 | MARIDURAI L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Renewal of Ventrilingapuram to Patadaikatti Road KM(0/0-2/460) in Patadaikatti Panchayat in Melaneelithanallur Panchayat Union, Tenkasi District. Under MGSMT 2024-25.Package No.11 | |||||||||
| 2.00 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2). | 1,713.53 | sqm | 5.15 ₹8,824.68 | 5.5 ₹9,424.42 | 6 ₹10,281.18 | 6.5 ₹11,137.95 | 4.97 ₹8,516.24 Lowest | 7 ₹11,994.71 |
| 3.00 | Advance patch work for making up the Undulation & Pot holes in the existing B.T surface to an average thickness of 25mm using 2 13.20mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site including labour and machinery charges etc., complete | 5.82 | sqm | 3,580.35 ₹20,837.64 | 4,620 ₹26,888.4 | 3,900 ₹22,698 | 4,100 ₹23,862 | 3,567.89 ₹20,765.12 Lowest | 3,860 ₹22,465.2 |
| 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. | 856.78 | cum | 114.55 ₹98,144.15 | 125.4 ₹1,07,440.21 | 150 ₹1,28,517 | 160 ₹1,37,084.8 | 109.8 ₹94,074.44 Lowest | 130 ₹1,11,381.4 |
| 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 | 118.83 | cum | 379.4 ₹45,084.1 | 467.5 ₹55,553.03 | 400 ₹47,532 | 420 ₹49,908.6 | 363.58 ₹43,204.21 Lowest | 420 ₹49,908.6 |
| 7.00 | Km 1/0 - 2/0 | 119.65 | cum | 392.35 ₹46,944.68 | 467.5 ₹55,936.38 | 420 ₹50,253 | 430 ₹51,449.5 | 376.02 ₹44,990.79 Lowest | 430 ₹51,449.5 |
| 8.00 | Km 2/0 - 3/0 | 55.2 | cum | 405.3 ₹22,372.56 | 467.5 ₹25,806 | 430 ₹23,736 | 440 ₹24,288 | 388.45 ₹21,442.44 Lowest | 450 ₹24,840 |
| 9.00 | Premeasurement for Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I . Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 9,256.25 | sqm | 27.4 ₹2,53,621.25 | 20.9 ₹1,93,455.63 Lowest | 32 ₹2,96,200 | 32 ₹2,96,200 | 26.25 ₹2,42,976.56 | 35 ₹3,23,968.75 |
| 10.00 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. | 462.82 | cum | 7,766.6 ₹35,94,537.81 | 9,460 ₹43,78,277.2 | 8,200 ₹37,95,124 | 8,200 ₹37,95,124 | 7,436.49 ₹34,41,756.3 Lowest | 8,200 ₹37,95,124 |
Tender Value
₹99.0 L
EMD Value
₹1 L
Closing Date
30 Jul 2024, 3:00 pmClosed
Project Director
DRDA, Tenkasi
Renewal of Ventrilingapuram to Patadaikatti Road in Patadaikatti Panchayat in Melaneelithanallur Panchayat Union, Tenkasi District. Under MGSMT 2024-25.Package No.11
2024_RDTN_458231_12
DIPR.2074/Tender/2024- MGSMT 24-25 Tenkasi District
Open Tender
Civil Works - Roads
Works
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1 L
DRDA, Tenkasi
5 Aug 2026
2 Jul 2024
30 Jul 2024
2 Jul 2024
30 Jul 2024
2 Jul 2024
4 Jul 2024
Amount
Renewal of Ventrilingapuram to Patadaikatti Road KM(0/0-2/460) in Patadaikatti Panchayat in Melaneelithanallur Panchayat Union, Tenkasi District. Under MGSMT 2024-25.Package No.11
Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).
Advance patch work for making up the Undulation & Pot holes in the existing B.T surface to an average thickness of 25mm using 2 13.20mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site including labour and machinery charges etc., complete
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.
Premeasurement for Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I . Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
Bituminous Concrete 25/30/40mm 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
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803
Provision for Hectametre stone of size 0.75mx0.23mx0.10m
Provision for Kilometre stone of size 1.65mx0.45mx0.15m
Providing Road furnitures
Mandatory Sign Board - Equilateral Triangle - 60cm
Construction 2 nos of Deck Slab Culvert 1.5m Span @ Ch. 140m & 230m
Earth work excavation in all clauses of soil with initial lead and lift except hard rock requiring blasting as per SS 20B for foundation etc., complete.
Cement concrete 1:4:8 mix using 40m ISS HBG metal including cost and conveyance of all materials and all labour charges etc., complete.
Centering charges for all concrete works including all cost and conveyance of all materials and all labour charges etc., complete.
For Shuttering - Below Sill Level
For Shuttering - Above Sill Level
For Deck Slab Centering
Cement concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete.
Cement concrete 1:1.5:3 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete.
Supplying, Fabricating and placing in position of MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with standard specification.
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete.
Supplying and filling with excavated earth including all cost and conveyance and all labour charges for watering, ramming etc., complete.
Cost Towards Weep Hole arrangements using 2" PVC pipes including all cost and conveyance and all labour charges etc., complete.
Cost Towards Tarpad arrangemnets as expasion joints arrangements including all cost and conveyance and all labour charges etc., complete.
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}
M.Ramachandravel (BID ID -1076932)
P.Vijayabalan (BID ID -1091598)
MARIDURAI (BID ID -1081415)
Guna construction (BID ID -1083890)
S.Sethudurai (BID ID -1079796)
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