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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.8 LAccepted-AOC | ₹40.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹43.1 LRejected-Finance 4 243 MAIN STREET VANNIKONENTHAL TIRUNELVELI DISTRICT | ₹43.1 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | P SELLADURAI CONTRACTOR L1 | GSM INFRASTRUCTURE L2 |
|---|---|---|---|---|---|
| 1.00Strengthening & Black Topping to the Vellagoundampatti to Ayyapuram Road KM(0/0-1/125) in Vellagoundampatti Village in Ramasamiyapuram Panchayat in Vasudevanallur Panchayat Union, Tenkasi District. Under MGSMT 2024-25.Package No.19 | |||||
| 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). | 804.96 | sqm | 4.95 ₹3,984.55 Lowest | 5.5 ₹4,427.28 |
| 3.00 | Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications. | 1,423.13 | sqm | 19.64 ₹27,950.27 Lowest | 25 ₹35,578.25 |
| 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. | 134.16 | cum | 118.16 ₹15,852.35 Lowest | 150 ₹20,124 |
| 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 0/0-1/000 | 119.16 | cum | 498.08 ₹59,351.21 Lowest | 525 ₹62,559 |
| 7.00 | Km 1/0 - 1/125 | 15 | cum | 509.51 ₹7,642.65 Lowest | 540 ₹8,100 |
| 8.00Providing 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. | |||||
| 9.00 | Km 0/0-1/000 | 481.21 | cum | 1,850.57 ₹8,90,512.79 Lowest | 1,900 ₹9,14,299 |
| 10.00 | Km 1/0 - 1/125 | 35.16 | cum | 1,850.57 ₹65,066.04 Lowest | 1,900 ₹66,804 |
Tender Value
₹42 L
EMD Value
₹42,000
Closing Date
12 Jul 2024, 3:00 pmClosed
Project Director
DRDA, Tenkasi
Strengthening to the Vellagoundampatti to Ayyapuram Road in Vellagoundampatti Village in Ramasamiyapuram Panchayat in Vasudevanallur Panchayat Union, Tenkasi District. Under MGSMT 2024-25.Package No.19
2024_RDTN_458231_5
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
₹42,000
DRDA, Tenkasi
5 Aug 2026
2 Jul 2024
12 Jul 2024
2 Jul 2024
12 Jul 2024
2 Jul 2024
4 Jul 2024
Amount
Strengthening & Black Topping to the Vellagoundampatti to Ayyapuram Road KM(0/0-1/125) in Vellagoundampatti Village in Ramasamiyapuram Panchayat in Vasudevanallur Panchayat Union, Tenkasi District. Under MGSMT 2024-25.Package No.19
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).
Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications.
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.
Premeasurement for Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. 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.
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 Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-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
a. 60 cm Equilateral triangle cautionary signboard
d.Chevron signs 90 cm Octogon(Curves)
SUB ESTIMATE -TOE 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 1:4:8 mix using 40mm 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.
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 pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Cement concrete 1:3:6 mix using 40mm 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.
Supllying and fixing Bitumenpad 12mm thick for expansion joints at every 4.50m intervals inculding cost of material conveyance to site,cutting finishing 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}
GSM INFRASTRUCTURE (BID ID -1080038)
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