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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹5.2 L (4.76%)Admitted-Finance | ₹1.1 Cr+₹5.2 L (4.76%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P V K CONSTRUCTION L1 | N PERUMAL L2 |
|---|---|---|---|---|---|
| 1.00 | STRENGTHENING OF PUTHANATHAM KALPATTI ROAD KANNUTHU ROAD IN ELAMANAM PANCHAYAT KM 0/0-2/820 Clearingthe Scrub jungle including all labour charges for burrying and burning etc., Km 0/0-2/820 | 4,060.8 | sqm | - | - |
| 2.00 | 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 0/0-2/820 | 1,513.4 | cum | - | - |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m Km 0/0-2/820 | 3,525 | sqm | - | - |
| 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 0/0-1/0 | 119.3 | cum | - | - |
| 5.00 | KM 1/0-2/0 | 119.65 | cum | - | - |
| 6.00 | KM 2/0-2/820 | 97.35 | cum | - | - |
| 7.00 | Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)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 1/5-2/0 | 139.81 | cum | - | - |
| 8.00 | KM 2/0-2/360 | 100.43 | cum | - | - |
| 9.00 | 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 | 280.43 | cum | - | - |
| 10.00 | KM 1/0-2/0 | 280.43 | cum | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
14 Oct 2020, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening of 2 roads in Vaiyamapatti Block of Tiruchirappalli District under Tamil Nadu Rural Roads Improvement Scheme 2020-21 Package No.32
2020_RDTN_180425_32
DIPR/3344/TENDER/2020 Dated 08.09.2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.1 L
DRDA Tiruchirappalli
20 Oct 2020
22 Sept 2020
14 Oct 2020
22 Sept 2020
14 Oct 2020
22 Sept 2020
23 Sept 2020
Amount
STRENGTHENING OF PUTHANATHAM KALPATTI ROAD KANNUTHU ROAD IN ELAMANAM PANCHAYAT KM 0/0-2/820 Clearingthe Scrub jungle including all labour charges for burrying and burning etc., Km 0/0-2/820
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 0/0-2/820
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m Km 0/0-2/820
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 0/0-1/0
Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)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 1/5-2/0
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 0/0-2/820
Providing and laying premix carpet with seal coat Type ‘ A for 20 thickness using 0.18cum of 13.2mm IRC,HBG metal and 0.09cum of 11.2mm IRC,HBG metal with 14.60Kg . of bitumen for premixing 10sqm . of premix carpet and 0.09cum of 6.7mm IRC, HBG metal with 9.80Kg . of bitumen for seal coat type ‘A per 10sqm . including cost and conveyance of materials to be work site and stacking them to the departmental metric gauge for pre mesurment, heating the bitumen in bitumen boilur , heating the aggregates , and mixing them with bitumen in mini hot mix plant for pre mix carpet only rolling by 80-100 KN power of premix carpet and seal coat separately including labour charges for spreading the mix for premix carpet, including labour charges for spreading seal coat separately over premix carpet etc., including hire charges and fuel charges for mini hot mix plant, bitumen boiler, power roller and all other tools and plant employed etc., complete as per clause 509 of MOST specification. 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 )
Sign board charges
Name board charges
STRENGTHENING OF POTHAPATTI KOSUR ROAD TO RAKKAMPATTI ANNA NAGAR LINK WITH V.METTUR INAMPUDHUR PANCHAYAT KM 0/0-2/0 Clearing the Scrub jungle including all labour charges for burrying and burning etc., Km 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
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m Km 0/0-2/0
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 0/0-1/0
Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)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 1/4-1/880
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 laying and rolling of open graded Premix Carpet of 20mm thickness composes as 13.2mm to 5.6mm aggregates either using CMR bit plast bitument binder (8% waste plastic as 0.784 kg/10sqm impresnated to bitumen (s-65) as 13.432 kg per 10sqm) to requires line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 km static roller capacity km 0/0-1/0
Provisions laying seal coat using CMR bit plast bitumen binder (8% waste plastic as 0.784 kg/10 sqm impresnates to Bitumen (S-65) as 9.016 kg per 10 sqm) sealing the voids in bituminous surface laid to the specifies leaves, trades and cross 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 )
Name board charges
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}
N PERUMAL
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