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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹10.8 L (9.37%)Admitted-Finance | ₹1.3 Cr+₹10.8 L (9.37%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | N PERUMAL L1 | C RANGADURAI L2 |
|---|---|---|---|---|---|
| 1.00 | STRENGTHENING THE ROAD FROM KODUMPAPATTI TO KULUTHAMPATTI ROAD KM 0/0-2/400 Scrub jungle including all labour charges for burrying and burning etc.,KM 0/0-2/400 | 3,456 | sqm | 4.7 ₹16,243.2 Lowest | 8 ₹27,648 |
| 2.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m 0/0-2/400 | 3,000 | Cum | 17.15 ₹51,450 Lowest | 50 ₹1,50,000 |
| 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 0/0-2/400 | 1,383.75 | Cum | 102.9 ₹1,42,387.88 Lowest | 150 ₹2,07,562.5 |
| 4.00 | 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., 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 0/0-2/400 | 360 | Cum | 290 ₹1,04,400 Lowest | 350 ₹1,26,000 |
| 5.00 | Providing and laying Water Bound Macadam Grading - III ( 63mm to 11.20mm)IRC HBG of 75mm consolidated thickness 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 as per clause 405 of MORD revision I (Mix - in - place method) km 0/0-1/0 | 281.25 | Cum | 2,479 ₹6,97,218.75 Lowest | 3,000 ₹8,43,750 |
| 6.00 | KM 1/0-2/0 | 281.25 | Cum | 2,495 ₹7,01,718.75 Lowest | 3,000 ₹8,43,750 |
| 7.00 | KM 2/0-2/400 | 112.5 | Cum | 2,499 ₹2,81,137.5 Lowest | 3,000 ₹3,37,500 |
| 8.00 | Providing and laying Tack Coat over the W.B.M surface using 4.00Kg of Emulsion Bitumen as Blinder for 10Sqm. area including cost and conveyance of bitumen which will be supplied departmentaly at departmental section store at union office and cost of the same which will be recovered from the contractors bill at the rates specified in the special condition appended here with including conveyance of bitumen from section store to work site handling charges of bitumen at both ends and including all labour charges for clearing surface before the application of bitumen blinder and heating the bitumen to the required temperature including labour charges for applying tack coat uniformly including hire charges bitumen sprayer (with self heating and pumping arrengment) and all other tools and plants employed and also as directly by the engineer incharge and all other incidental charges etc. complete as per clause 505 of most specification. km 0/0-2/400 | 9,000 | sqm | 53.07 ₹4,77,630 Lowest | 100 ₹9,00,000 |
| 9.00 | 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 0/0-1/0 | 3,750 | sqm | 225.5 ₹8,45,625 Lowest | 225.5 ₹8,45,625 Lowest |
| 10.00 | KM 1/0-2/0 | 3,750 | sqm | 225.5 ₹8,45,625 Lowest | 225.5 ₹8,45,625 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
23 Mar 2022, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening of 2 roads in Marunapuri Block in Tiruchirappalli District under Tamil Nadu Rural Road Improvement Scheme 2021-22 Package No.8
2022_RDTN_224081_7
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
₹1.2 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 KODUMPAPATTI TO KULUTHAMPATTI ROAD KM 0/0-2/400 Scrub jungle including all labour charges for burrying and burning etc.,KM 0/0-2/400
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m 0/0-2/400
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 0/0-2/400
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 0/0-2/400
Providing and laying Water Bound Macadam Grading - III ( 63mm to 11.20mm)IRC HBG of 75mm consolidated thickness 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 as per clause 405 of MORD revision I (Mix - in - place method) km 0/0-1/0
Providing and laying Tack Coat over the W.B.M surface using 4.00Kg of Emulsion Bitumen as Blinder for 10Sqm. area including cost and conveyance of bitumen which will be supplied departmentaly at departmental section store at union office and cost of the same which will be recovered from the contractors bill at the rates specified in the special condition appended here with including conveyance of bitumen from section store to work site handling charges of bitumen at both ends and including all labour charges for clearing surface before the application of bitumen blinder and heating the bitumen to the required temperature including labour charges for applying tack coat uniformly including hire charges bitumen sprayer (with self heating and pumping arrengment) and all other tools and plants employed and also as directly by the engineer incharge and all other incidental charges etc. complete as per clause 505 of most specification. km 0/0-2/400
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
Construction of Retaining Wall CH @ 300 M 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
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specification
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
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
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 Abutment and wing
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 FROM CHINNAKONARPATTI TO KOTTAIPALUVANJI KM 0/0-2/0 Scrub jungle including all labour charges for burrying and burning etc.,KM 0/0-2/0
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m 0/0-2/0
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 0/0-2/0
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., 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 0/0-2/0
Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER 0/0 -1/0
Providing and laying Water Bound Macadam Grading - III ( 63mm to 11.20mm)IRC HBG of 75mm consolidated thickness 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 as per clause 405 of MORD revision I (Mix - in - place method) km 0/0-1/0
Providing and laying Tack Coat over the W.B.M surface using 4.00Kg of Emulsion Bitumen as Blinder for 10Sqm. area including cost and conveyance of bitumen which will be supplied departmentaly at departmental section store at union office and cost of the same which will be recovered from the contractors bill at the rates specified in the special condition appended here with including conveyance of bitumen from section store to work site handling charges of bitumen at both ends and including all labour charges for clearing surface before the application of bitumen blinder and heating the bitumen to the required temperature including labour charges for applying tack coat uniformly including hire charges bitumen sprayer (with self heating and pumping arrengment) and all other tools and plants employed and also as directly by the engineer incharge and all other incidental charges etc. complete as per clause 505 of most specification. km 0/0-2/0
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
Construction of Retaining Wall CH @ 1800 M 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
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specification
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
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
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 Abutment and wing
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}
C RANGADURAI
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