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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹10.2 L (7.95%)Admitted-Finance | ₹1.4 Cr+₹10.2 L (7.95%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K SARAVANAN L2 | P. Jaisankar L1 |
|---|---|---|---|---|---|
| 1.00 | STRENGTHENING THE ROAD FROM PUDALATHI- KOTTAPALAYAM ROAD KM 0/0-1/020 scarifying the existing bituminous road surface to a depth of 50mm to 100 mm and disposal of scrified mterial with lift upto 3m and lead upto 1000m as per Technical specification including all charges ettc complete Km 0/0-1/020 | 1,275 | Cum | 50 ₹63,750 | 17.15 ₹21,866.25 Lowest |
| 2.00 | Clearingthe Scrub jungle including all labour charges for burrying and burning etc., Km 0/0-1/020 | 2,142 | sqm | 8 ₹17,136 | 4.7 ₹10,067.4 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 0/0-1/020 | 189 | cum | 150 ₹28,350 | 102.9 ₹19,448.1 Lowest |
| 4.00 | Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approed souces to work site including labour for spreading, watering and compacting by power roller to achieve the required proctor density at 100% compaction km 0/0-1/020 | 91.8 | cum | 800 ₹73,440 | 564.63 ₹51,833.03 Lowest |
| 5.00 | Providing and laying Wet mix Macadam (WMM)Grading specification consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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 0/0-1/020 | 573.75 | Cum | 2,000 ₹11,47,500 | 1,848.75 ₹10,60,720.31 Lowest |
| 6.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.Km 0/0-1/020 | 3,825 | Sqm | 100 ₹3,82,500 | 68.12 ₹2,60,559 Lowest |
| 7.00 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.Km 0/0-1/020 | 3,825 | Sqm | 50 ₹1,91,250 | 16.01 ₹61,238.25 Lowest |
| 8.00 | Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in Central Hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.complete.PCSC with Paver.. Km 0/0-1/020 | 3,825 | Sqm | 300 ₹11,47,500 | 223.36 ₹8,54,352 Lowest |
| 9.00 | Provision for Reaining Wall CH 1300 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 | 152 | cum | 300 ₹45,600 | 193.2 ₹29,366.4 Lowest |
| 10.00 | 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 | 19 | cum | 1,000 ₹19,000 | 923.9 ₹17,554.1 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
23 Mar 2022, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening of 3 roads in Uppiliapuram Block in Tiruchirappalli District under Tamil Nadu Rural Road Improvement Scheme 2021-22 Package No.15
2022_RDTN_224081_14
E1/5988/2021 Dated 02.03.2022
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
29 Mar 2022
9 Mar 2022
23 Mar 2022
9 Mar 2022
23 Mar 2022
9 Mar 2022
15 Mar 2022
Amount
STRENGTHENING THE ROAD FROM PUDALATHI- KOTTAPALAYAM ROAD KM 0/0-1/020 scarifying the existing bituminous road surface to a depth of 50mm to 100 mm and disposal of scrified mterial with lift upto 3m and lead upto 1000m as per Technical specification including all charges ettc complete Km 0/0-1/020
Clearingthe Scrub jungle including all labour charges for burrying and burning etc., Km 0/0-1/020
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 0/0-1/020
Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approed souces to work site including labour for spreading, watering and compacting by power roller to achieve the required proctor density at 100% compaction km 0/0-1/020
Providing and laying Wet mix Macadam (WMM)Grading specification consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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 0/0-1/020
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.Km 0/0-1/020
Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.Km 0/0-1/020
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in Central Hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.complete.PCSC with Paver.. Km 0/0-1/020
Provision for Reaining Wall CH 1300 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
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
Providing FOR WEEP HOLE
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 )
Provision for sign board
Name board charges
STRENGTHENING THE ROAD T.BATHERPETTAI TO NORTH KATTUKOTTAGAM ( VIA SCHOOL ) KM 0/0-2/040 Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m KM 0/0-2/040
Scrub jungle including all labour charges for burrying and burning etc., KM 0/0-2/040
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 0/0-2/040
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., 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 Wet mix Macadam (WMM)Grading specification consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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 0/0-2/040
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. KM 0/0-2/040
Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. KM 0/0-2/040
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in Central Hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.complete.PCSC with Paver.. KM 0/0-1/0
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 painting & Lettering charges etc.,
Providing for Name Board painting & Lettering charges etc.,
STRENGTHENING THE ROAD MTA ROAD TO ODDAMPATTY KM 0/0-1/600 Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m 0/0-1/600
Scrub jungle including all labour charges for burrying and burning etc., KM 0/0-1/600
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 0/0-1/600
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., 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 Wet mix Macadam (WMM)Grading specification consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)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 0/0-1/0
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. KM 0/0-1/600
Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. KM 0/0-1/600
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in Central Hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.complete.PCSC with Paver.. KM 0/0-1/0
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 painting & Lettering 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}
K SARAVANAN
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