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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.4 LAccepted-AOC | ₹89.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹94.1 LRejected-Finance | ₹94.1 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SUBBIAH ARUMUGAM L1 | M Shanmugavelu L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of Ariyanayagipuram - Vadanathampatty Road 0/000- 2/245 in Sankarankovil Panchayat Union in Tenkasi District under MGSMT 2024-25 in Package No.13 | |||||
| 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 | 3,672 | Sqm | 5.4 ₹19,828.8 Lowest | 5.67 ₹20,820.24 |
| 3.00 | Earthwork excavation for Road work in all Soils with Hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.50m and lead upto 1000m as per Technical specification Clause 302.3 | 734.4 | Cum | 119.3 ₹87,613.92 Lowest | 125.32 ₹92,035.01 |
| 4.00Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction as per Technical specification Clause | |||||
| 5.00 | Km : 0/0 - 1/0 | 95.4 | Cum | 547.7 ₹52,250.58 Lowest | 575.1 ₹54,864.54 |
| 6.00 | Km : 1/0 - 2/0 | 120 | Cum | 557.6 ₹66,912 Lowest | 585.53 ₹70,263.6 |
| 7.00 | Km : 2/0 - 2/245 | 29.4 | Cum | 567.55 ₹16,685.97 Lowest | 595.97 ₹17,521.52 |
| 8.00Advance patch work for making up the Undulation & Pot holes in the existing B.T surface to an average thickness of 25mm using 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. | |||||
| 9.00 | Km : 0/0 - 1/0 | 2.12 | Cum | 3,369.55 ₹7,143.45 Lowest | 3,538.06 ₹7,500.69 |
| 10.00 | Km : 1/0 - 2/0 | 1.89 | Cum | 3,381.2 ₹6,390.47 Lowest | 3,550.29 ₹6,710.05 |
Tender Value
₹91.6 L
EMD Value
₹92,000
Closing Date
12 Jul 2024, 3:00 pmClosed
Project Director
DRDA, Tenkasi
Strengthening of Ariyanayagipuram - Vadanathampatty Road in Sankarnkovil panchayat union in tenkasi District Under MGSMT 2024-25 Package No.13
2024_RDTN_458231_17
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
₹92,000
DRDA, Tenkasi
5 Aug 2026
4 Jul 2024
12 Jul 2024
4 Jul 2024
12 Jul 2024
4 Jul 2024
5 Jul 2024
Amount
Strengthening of Ariyanayagipuram - Vadanathampatty Road 0/000- 2/245 in Sankarankovil Panchayat Union in Tenkasi District under MGSMT 2024-25 in Package No.13
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
Earthwork excavation for Road work in all Soils with Hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.50m and lead upto 1000m as per Technical specification Clause 302.3
Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction as per Technical specification Clause
Advance patch work for making up the Undulation & Pot holes in the existing B.T surface to an average thickness of 25mm using 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.
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 Kgs of VG 30 Bitumen 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete.
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste 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
Provision for HM stone at each Furlong/Hectameter - 200m (regular intervals) as per standard dimensions and specifications mentioned in the departmental specifications etc., complete
Provision for KM stone at each Kilometer - 1000m (regular intervals) as per standard dimensions and specifications mentioned in the departmental specifications etc., complete
Provision for Citizen Information Board, Name Board and Lettering charges as instructed by Department Officials and Standard Specifications etc., complete.
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
Speed Breaker Board [@ Tee Branch/End]
Curve Boards [4 Curves]
SUB ESTIMATE-CEMENT CONCRETE PAVEMENT
Cement concrete 1:4:8 mix using 40mm ISS HBGS metal laid in layers not more than 15cm thick inculding cost and coveyance of all materials to site, labour charges for mixing ,laying,compacting and curing etc complete., For Foundation - Base Concrete
cement concrete 1:1.5:3 mix using 20mm ISS metal metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc. complete. - 75mm uniform thickness
RCC 5.0 m Span Culvert _ Sub Estimate
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Cement concrete 1:4:8 mix using 40mm ISS HBGS metal laid in layers not more than 15cm thick inculding cost and coveyance of all materials to site, labour charges for mixing ,laying,compacting and curing etc complete., For Foundation - Base Concrete
Cement concrete 1:3:6 mix using 20mm ISS HBGS metal laid in layers not more than 15cm thick inculding cost and coveyance of all materials to site, labour charges for mixing ,laying,compacting and curing etc complete., Concrete Masonry - Abutment & Return wall - Below Sill level
Cement concrete 1 : 2 : 4 mix using 40mm, 20mm & 10mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .
Cement concrete 1 : 2 : 4 mix using 20mm and 10 mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .
Cement concrete 1:1.5:3 using 20mm and 10mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier 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 etc.
Supplying and Fabricating and placing in position MS steel or ribbed for 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 stanard specification.
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling 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 Shanmugavelu (BID ID -1080358)
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