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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-Finance | ₹19.4 L | L1 | Accepted-Finance Admitted |
| 2 | L2₹19.4 L+₹2,334.12 (0.12%)Accepted-Finance | ₹19.4 L+₹2,334.12 (0.12%) | L2 | Accepted-Finance Admitted |
| 3 | L3₹19.6 L+₹19,773.03 (1.02%)Accepted-Finance | ₹19.6 L+₹19,773.03 (1.02%) | L3 | Accepted-Finance Admitted |
| Sl No | Description | Qty | Unit | PAPPANAN CONTARCTOR L2 | MARAPPAN CONSTRUCTIONS L1 | N.Govindharaj Contractor L3 |
|---|---|---|---|---|---|---|
| 1.00Name of Work: Upgradation of the road from Javanasandiram to Sudugadu Road Km 0/0 - 0/570 H/o Bettamugalalam Est.Rs.19.60 Lakhs | ||||||
| 2.00Clearingthe Scrub jungle including all labour charges for burrying and burning etc., | ||||||
| 3.00 | Km 0/0-0/570 | 513 | sqm | 5.95 ₹3,052.35 | 5.94 ₹3,047.22 Lowest | 6 ₹3,078 |
| 4.00Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out | ||||||
| 5.00 | Km 0/0-0/570 | 230.85 | cum | 131.42 ₹30,338.31 | 131.26 ₹30,301.37 Lowest | 132.6 ₹30,610.71 |
| 6.00Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction etc completed | ||||||
| 7.00 | Km 0/0-0/570 | 102.6 | cum | 336.42 ₹34,516.69 | 336.01 ₹34,474.63 Lowest | 339.44 ₹34,826.54 |
| 8.00Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 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) . | ||||||
| 9.00 | Km 0/0-0/570 | 256.5 | cum | 1,588.27 ₹4,07,391.26 | 1,586.36 ₹4,06,901.34 Lowest | 1,602.55 ₹4,11,054.08 |
| 10.00Providing 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., complete. | ||||||
Tender Value
₹19.6 L
EMD Value
₹20,000
Closing Date
9 Jan 2025, 3:00 pmClosed
The Bdo Kelamangalam
The Bdo Kelamangalam
Upgradation of the road from Javanasandiram to Sudugadu Road Km 0/0 - 0/570 H/o Bettamugalalam Est.Rs.19.60 Lakhs
2025_RDTN_516641_1
2554/2024/A2
Open Tender
Civil Works - Roads
Item Rate
KELAMANGALAM
Upgradation of the road from Javanasandiram to
Sudugadu Road Km 0/0 - 0/570 H/o Bettamugalalam
Est.Rs.19.60 Lakhs
3 documents required · 3 mandatory
₹0
₹20,000
The Bdo Office,kelamangalam
17 Jul 2026
4 Jan 2025
9 Jan 2025
4 Jan 2025
9 Jan 2025
4 Jan 2025
6 Jan 2025
Amount
Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction etc completed
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 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) .
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., complete.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Provision for HM Stones of size 0.75m x 0.23m x 0.10m
Road marking with hot hot applied thermoplastic compound with reflectorising glass beads in bituminous surface
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}
PAPPANAN CONTARCTOR (BID ID -1228099)
N.Govindharaj Contractor (BID ID -1228108)
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