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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹26.3 L+₹8,663.07 (0.33%)Rejected-AOC | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | K Ganesan L2 | SAKTHI CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.001.Strengthening of the Road From Hanumanthapuram Road to (Basavasvaran Kovil) to SC Colony Km 0/0-0/610 H/O Perendapalli (R-333) Est.Amount.Rs:-26.50 Lakhs. | |||||
| 2.00Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | |||||
| 3.00 | Km 0/0-0/610 | 439.2 | Sqm | 7.01 ₹3,078.79 | 6.99 ₹3,070.01 Lowest |
| 4.00Providing and Laying Gravel to 100mm Compacted thick including cost & 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 | |||||
| 5.00 | Km 0/0-0/610 | 79.3 | Cum | 343.79 ₹27,262.55 | 342.66 ₹27,172.94 Lowest |
| 6.00Providing 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. | |||||
| 7.00 | Km 0/0-0/610 | 336.38 | Cum | 2,606.24 ₹8,76,687.01 | 2,597.66 ₹8,73,800.87 Lowest |
| 8.00Providing 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. | |||||
| 9.00 | Km 0/0-0/610 | 2,242.5 | Sqm | 91.66 ₹2,05,547.55 | 91.36 ₹2,04,874.8 Lowest |
| 10.00Providing 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., | |||||
Tender Value
₹26.5 L
EMD Value
₹27,000
Closing Date
30 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Block Developement Officer (V.P) Shoolagiri
The Block Development Office Shoolagiri
Krishnagiri District Shoolagiri Block under the Scheme Mines and Minerals _ 2023_24 Strengthening of the Road From Hanumanthapuram Road to (Basavasvaran Kovil) to SC Colony Km 0/0-0/610 in Perendapalli (R-333) Panchayat Package No_2025_26_SGI_55
2025_RDTN_609693_1
Rocno_2707_2025_E2
Open Tender
Civil Works
Works
180 days
The Block Development Office Shoolagiri
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹27,000
Yes
The Block Development Office Shoolagiri
9 Mar 2026
27 Sept 2025
30 Sept 2025
27 Sept 2025
30 Sept 2025
27 Sept 2025
29 Sept 2025
Amount
1.Strengthening of the Road From Hanumanthapuram Road to (Basavasvaran Kovil) to SC Colony Km 0/0-0/610 H/O Perendapalli (R-333) Est.Amount.Rs:-26.50 Lakhs.
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Providing and Laying Gravel to 100mm Compacted thick including cost & 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
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
Road marking with Hot applied Thermoplastic compound with Reflectrosing Glass beads on bituminous surface
Provision of 15nos rumble strips covered with premix bituminous carpet,15-20mm high at centre,250mm wide placed at 1m centre to centre at approved locations to control speed,marked with white strips of road marking point.
Provision For HM Stone
Provision For Name Board
Provision For Photo Charges
Construction of Hard bed (Sub Estimate)
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
Cement Concrete 1:3:6 (One Cement, Three M.Sand and Six broken stone jelly) using 40mm size hard broken stone jelly for dummy columns, excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three M.Sand and Six hard broken stone jelly). Dummy columns should be at least 1 metre height)
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an
Provison For Bitumen Pad For Expansion Joint including all charges etc.. Complete
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
K Ganesan (BID ID -1474695)
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