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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance 184 KEELA STREET NEIKULAM NEDUNGUR LALGUDI 621105 | TIRUCHIRAPPALLI | TAMIL NADU | 621105 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹9.5 L (7.77%)Admitted-Finance NO 888 TVS TOLLGATE TIRUCHIRAPPALLI 620 020 | TIRUCHIRAPPALLI | TAMIL NADU | 620020 | ₹1.3 Cr+₹9.5 L (7.77%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | PCV Enterprises L2 | ASV CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Strengthening the Road from Alambkkam To Nathamangudi Road Km 0/0 -3/2
Clearingthe Scrub jungle including all labour Km 0/0-3/2 | 2,688 | sqm | 10 ₹26,880 | 4.7 ₹12,633.6 Lowest |
| 2.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m Km 0/0-3/2 | 2,250 | sqm | 25 ₹56,250 | 17.15 ₹38,587.5 Lowest |
| 3.00 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A Km 0/0-3/2 | 3,262.5 | cum | 120 ₹3,91,500 | 102.9 ₹3,35,711.25 Lowest |
| 4.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal at 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) Km 1/8-2/0 | 93.75 | cum | 1,550 ₹1,45,312.5 | 1,503.17 ₹1,40,922.19 Lowest |
| 5.00 | Km 2/2-2/510 | 145.31 | cum | 1,550 ₹2,25,230.5 | 1,513.01 ₹2,19,855.48 Lowest |
| 6.00 | Collection And Supply of US gravel including Cost & conveyance of U,S Gravel and Stacking them on road side to dept guage for taking pre measurment etc., Km 0/0-1/0 | 267.25 | cum | 330 ₹88,192.5 | 316.71 ₹84,640.75 Lowest |
| 7.00 | Km 1/0-2/0 | 269.22 | cum | 350 ₹94,227 | 329.62 ₹88,740.3 Lowest |
| 8.00 | Km 2/0-3/0 | 270 | cum | 350 ₹94,500 | 342.53 ₹92,483.1 Lowest |
| 9.00 | Km 3/0-3/2 | 54 | cum | 375 ₹20,250 | 355.44 ₹19,193.76 Lowest |
| 10.00 | 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., Km 0/0-1/0 | 560.43 | cum | 2,150 ₹12,04,924.5 | 2,093.65 ₹11,73,344.27 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
27 May 2022, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening of 1 road in Pullambadi Block under TNRRIS 2021-22 Additional using 80 CGF and 20 CGF in Tiruchirappalli District Package No.1
2022_RDTN_231804_1
E1/5988/2021 dated 09.05.2022
Open Tender
Civil Works - Roads
Item Rate
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.3 L
DRDA Tiruchirappalli
22 Jun 2022
13 May 2022
27 May 2022
13 May 2022
27 May 2022
13 May 2022
18 May 2022
Amount
Strengthening the Road from Alambkkam To Nathamangudi Road Km 0/0 -3/2 Clearingthe Scrub jungle including all labour Km 0/0-3/2
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m Km 0/0-3/2
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A Km 0/0-3/2
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal at 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) Km 1/8-2/0
Collection And Supply of US gravel including Cost & conveyance of U,S Gravel and Stacking them on road side to dept guage for taking pre measurment etc., Km 0/0-1/0
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., Km 0/0-1/0
Applying PRIME COAT over WMM surface at 7Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Km 0/0-3/5
Applying TACK COAT over PRIME surface at 2.50Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Km 0/0-3/2
Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 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 20mm 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 .PCSC using Paver KM 0/0 - 1/0
Provision for 1.50m span Culvert CH 630M Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with initial led and lift as per SS 20B including shoring baling out water where necessary etc.. Complete for foundation---culvert
Supplying and filling of foundation and basement with good river sand in layers not more than 15cm thick well rammed, watered and compacted complying with standard specification
Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complee complying with standard specifications and as directed.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle
With support
CC 1:3:6 MIX using 40mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete
CC 1:2:4 MIX using 20mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete
Reinforce cement concrete 1:1 5:3 using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabricating charges but including curing including all labour charges etc.,
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 for culvert 0/900
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(v):20(H) towards drawing face complete as per drawing
Providing and fixing 20MM Bitumen felt for expansion joint Between Dirtwall & Deck slab
Provision for 1.50m span Culvert CH 680M Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with initial led and lift as per SS 20B including shoring baling out water where necessary etc.. Complete for foundation---culvert
Supplying and filling of foundation and basement with good river sand in layers not more than 15cm thick well rammed, watered and compacted complying with standard specification
Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complee complying with standard specifications and as directed.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle
With support
CC 1:3:6 MIX using 40mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete
CC 1:2:4 MIX using 20mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete
Reinforce cement concrete 1:1 5:3 using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabricating charges but including curing including all labour charges etc.,
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 for culvert 0/900
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(v):20(H) towards drawing face complete as per drawing
Providing and fixing 20MM Bitumen felt for expansion joint Between Dirtwall & Deck slab
Provision for 1.50m span Culvert CH 850M Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with initial led and lift as per SS 20B including shoring baling out water where necessary etc.. Complete for foundation---culvert
Supplying and filling of foundation and basement with good river sand in layers not more than 15cm thick well rammed, watered and compacted complying with standard specification
Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complee complying with standard specifications and as directed.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle
With support
CC 1:3:6 MIX using 40mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete
CC 1:2:4 MIX using 20mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete
Reinforce cement concrete 1:1 5:3 using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabricating charges but including curing including all labour charges etc.,
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 for culvert 0/900
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(v):20(H) towards drawing face complete as per drawing
Providing and fixing 20MM Bitumen felt for expansion joint Between Dirtwall & Deck slab
Provision for 1.50m span Culvert CH 1085M Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with initial led and lift as per SS 20B including shoring baling out water where necessary etc.. Complete for foundation---culvert
Supplying and filling of foundation and basement with good river sand in layers not more than 15cm thick well rammed, watered and compacted complying with standard specification
Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complee complying with standard specifications and as directed.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle
With support
CC 1:3:6 MIX using 40mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete
CC 1:2:4 MIX using 20mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete
Reinforce cement concrete 1:1 5:3 using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabricating charges but including curing including all labour charges etc.,
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 for culvert 0/900
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(v):20(H) towards drawing face complete as per drawing
Providing and fixing 20MM Bitumen felt for expansion joint Between Dirtwall & Deck slab
Providing KM Stones White washing lettering etc., complete. (1.65 x 0.45 x 0.15 m )
Providing HM Stones White washing lettering etc., complete. (0.75 x 0.23 x 0.1 )
Providing for Sign Board charges etc.,
Providing for Name Board painting & Lettering charges etc.,
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}
PCV Enterprises
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