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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹8.5 L (8.22%)Admitted-Finance | ₹1.1 Cr+₹8.5 L (8.22%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R GUNASEKARAN L1 | N PERUMAL L2 |
|---|---|---|---|---|---|
| 1.00 | STRENGTHENING OF N.POOLAMPATTI TO GANDHI ROAD VIA KALVARIMALAI ROAD.., KM 0/0-2/2 Clearing the Scrub jungle including all labour charges for burrying and burning etc., Km 0/0-2/2 | 3,168 | sqm | - | - |
| 2.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m Km 0/0-2/2 | 2,750 | sqm | - | - |
| 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 0/0-2/2 | 915.4 | cum | - | - |
| 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., Km 0/0-1/0 | 119.71 | cum | - | - |
| 5.00 | Km 1/0-2/0 | 119.71 | cum | - | - |
| 6.00 | Km 2/0-2/2 | 24 | 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 0/0-0/4 | 75.94 | cum | - | - |
| 8.00 | 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 | 280.57 | cum | - | - |
| 9.00 | KM 1/0-2/0 | 280.57 | cum | - | - |
| 10.00 | Km 2/0-2/2 | 56.25 | cum | - | - |
Tender Value
₹1.0 Cr
EMD Value
₹1.1 L
Closing Date
15 Oct 2020, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening of 2 roads in Vaiyampatti Block of Tiruchirappalli District under Tamil Nadu Rural Roads Improvement Scheme 2020-21 Package No.16
2020_RDTN_180425_16
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
19 Oct 2020
22 Sept 2020
15 Oct 2020
22 Sept 2020
15 Oct 2020
22 Sept 2020
23 Sept 2020
Amount
STRENGTHENING OF N.POOLAMPATTI TO GANDHI ROAD VIA KALVARIMALAI ROAD.., KM 0/0-2/2 Clearing the Scrub jungle including all labour charges for burrying and burning etc., Km 0/0-2/2
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m Km 0/0-2/2
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 0/0-2/2
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 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 0/0-0/4
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 0/0-2/2
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 )
Providing for Sign Board charges etc.,
Providing for Name Board painting & Lettering charges etc.,
Strengthening to the Kalpatti Chathiram to railway station road km 0/0-2/85 Clearing the Scrub jungle including all labour charges for burning and burrying etc., 0/0-2/850
BT Picking existing BT surface
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 0/0-2/850
Providing and Laying US gravel soling to compacted thick including cost and conveyance of gravel from approved sources to works site including labour for spreading, watering and compacting by power roller to achieve the required proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. Km 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 0/0-2/850
Providing and laying open graded Premix Carpet with seal coat 20mm consolidated thickness using 0.18 Cum of 13.2 mm IRC size machine crushed HBG metal an 0.09 Cum of 11.2 mm IRC size machine crushed HBG metal with 14.6kgs of bitumen for premixing per 10sqm. Metre of premix carpet and 0.09 Cum of 6.75mm IRC HBG size machine crushed HBG metal with 9.80kg. of bitumen per 10 spm. of seal coat including cost and conveyance of all materials from approved sources to worksite and stacking them to standard departmental gauge for pre-measurement including bitumen which will be supplied by the department at the departmental section store at Panchayat Union office including conveyance of bitumen from section stores to worksite and the cost of the same will be recovered from the contractors bill at the rates specified in the special condition appended herewith including heaking and mixing the materials using mini hot mix plant for premix carpet including all labour charges for spreading the same finishing to specifications, grades and cross section and consolidation by power roller including heating and sparying the biutmen for seal coat over finished permix carpet surfaces and spreading the 6.75 mm IRC chips uniformly over the suface and rolling with power roller rolling including hire and fuel charges for mini hot mix plant. Power roller and all other tools and plants employed, including all other incidental charges etc., complete --- km 0/0-1/0
Provision for KM stone
Provision for HM stone
Provision for 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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