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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.8 LAccepted-Finance | ₹64.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹67.9 LRejected-Finance | ₹67.9 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | A.SIVA H2 | PSS CONSTRUCTION H1 |
|---|---|---|---|---|---|
| 1.00Strengthening of Road from Konganamur - Culvert Road in KM 0/0-0/740 of Rishivandhiyam Panchayat Union in Kallakurichi District | |||||
| 1.01Clearing the scrub jungles including cutting the scrubs and other vegetation and depositing away the road including cost and conveyance of all materials to site etc. | |||||
| 1.02 | Km 0/0-0/740 | 882.24 | Sqm | 5.4 ₹4,764.10 | 5.4 ₹4,764.10 |
| 1.03Earthwork excavation in all classes of soils and subsoils 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 of water as per SS 20A | |||||
| 1.04 | Km 0/0-0/740 | 441.12 | Cum | 119.35 ₹52,647.67 | 119.35 ₹52,647.67 |
| 1.05Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | |||||
| 1.06 | Km 0/0-0/740 | 330.84 | Cum | 1,044.52 ₹3.5 L | 1,044.52 ₹3.5 L |
| 1.07.Picking 5 Cm to 10 cm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete (1/3) | |||||
| 1.08 | Km 0/0-0/740 | 919 | Sqm | 19.87 ₹18,260.53 | 19.87 ₹18,260.53 |
| 1.09Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5. | |||||
Tender Value
₹65.7 L
EMD Value
₹66,000
Closing Date
19 Jul 2024, 3:00 pmClosed
PD DRDA Kallakurichi
DRDA Kallakurichi
Strengthening of Konganamur - Culvert Road, Murukkampady colony road 2 Roads in Rishivandiyam Panchayat Union in Kallakurichi District
2024_RDTN_460072_1
B7/952/2023/12
Open Tender
Civil Works - Roads
180 days
Kalalkurichi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹66,000
Yes
DRDA Kallakurichi
6 Feb 2026
4 Jul 2024
19 Jul 2024
4 Jul 2024
19 Jul 2024
4 Jul 2024
5 Jul 2024
Amount
Strengthening of Road from Konganamur - Culvert Road in KM 0/0-0/740 of Rishivandhiyam Panchayat Union in Kallakurichi District
Clearing the scrub jungles including cutting the scrubs and other vegetation and depositing away the road including cost and conveyance of all materials to site etc.
Earthwork excavation in all classes of soils and subsoils 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 of water as per SS 20A
Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
.Picking 5 Cm to 10 cm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete (1/3)
Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5.
Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Applying Tack coat over WMM surface using 2.50 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5..
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
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminou s Surface
Supply and Fixing of Hectometer stone
Supply and Fixing of Name Board cum Citizen Board charges
Cost for Photographic documentation
Supply and Fixing of 60cm circular Board
60cm equalient triangle
90 cm chevron signs octagon
Road stud with Lens Reflector
Construction of 1.5 m RCC Slab Culvert @ Ch 0/132
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
Below Sill
Above Sill
Construction of 1.5 m RCC Slab Culvert @ Ch 0/380
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
Below Sill
Above Sill
Strengthening of Road from Murukkampady colony road Road in KM 0/0-1/420 of Rishivandhiyam Panchayat Union in Kallakurichi District
Clearing the scrub jungles including cutting the scrubs and other vegetation and depositing away the road including cost and conveyance of all materials to site etc.
Earthwork excavation in all classes of soils and subsoils 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 of water as per SS 20A
Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal
Applying Tack coat over BT surface using 3.00 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5..
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
Supply and Fixing of Hectometer stone
Supply and Fixing of Kilometer stone
Supply and Fixing of Name Board cum Citizen Board charges
Cost for Photographic documentation
Supply and Fixing of 60cm circular Board
60cm equalient triangle
90 cm chevron signs octagon
Road stud with Lens Reflector
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}
A.SIVA (BID ID -1087229)
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