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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC MADURAI MADURAI TAMIL NADU | MADURAI | TAMIL NADU | 625001 | ₹1.4 Cr | L1 | Accepted-AOC WORKORDER |
| 2 | L2₹1.5 Cr+₹5.4 L (3.71%)Rejected-Finance H 99 6TH CROSS STREET R M COLONY DINDIGUL | ₹1.5 Cr+₹5.4 L (3.71%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SRI KUMARAN CONSTRUCTION L1 | SIGRUN VERTRAG PROJECTS L2 |
|---|---|---|---|---|---|
| 1.00Name of the work : 1. Strengthening the road from Kottanatham to Kumarampatty upto Karur District limit in Kottanatham panchayat Km 0/00 - 2/100. Estimate amount : Rs. 152.25 Lakhs | |||||
| 2.00A. Construction work 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. | |||||
| 3.00 | Km 0/0 - 2/100 | 1,776 | Sqm | 6 ₹10,656 Lowest | 6.24 ₹11,082.24 |
| 4.00Earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per SS20A | |||||
| 5.00 | Km 0/0 - 2/100 | 799.2 | Cum | 140 ₹1,11,888 Lowest | 145 ₹1,15,884 |
| 6.00Picking of Old Wornout BT Surface to an average thickness of 5cm to 10cm thick including all cost and conveyance of all materials and all labour charges etc complete | |||||
| 7.00 | Km 0/0 - 2/100 | 2,626.5 | Cum | 23 ₹60,409.5 Lowest | 23.92 ₹62,825.88 |
| 8.00Providing 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. | |||||
| 9.00 | Km 0/0 - 1/00 | 470.67 | Cum | 2,655.4 ₹12,49,817.12 Lowest | 2,761 ₹12,99,519.87 |
| 10.00 | Km 1/00 - 2/00 | 467.39 | Cum | 2,655.4 ₹12,41,107.41 Lowest | 2,761 ₹12,90,463.79 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
24 Feb 2026, 3:00 pmClosed
The Project Director DRDA Dindigul
DRDA DINDIGUL
Strengthening and 5 years maintenance of 1 no road works in Guziliamparai Block NABARD RIDF 2026-2027 in Dindigul District TN05-19
2026_RDTN_658251_1
DIPR-1062-Tender 2026
Open Tender
Civil Works
Item Wise
180 days
DRDA DINDIGUL
Strengthening and 5 years maintenance of 1 no road works in Guziliamparai Block NABARD RIDF 2026-2027 in Dindigul District TN05-19
3 documents required · 3 mandatory
₹0
₹1.5 L
DRDA DINDIGUL
27 Mar 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
20 Feb 2026
Name of the work : 1. Strengthening the road from Kottanatham to Kumarampatty upto Karur District limit in Kottanatham panchayat Km 0/00 - 2/100. Estimate amount : Rs. 152.25 Lakhs
A. Construction work 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.
Earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per SS20A
Picking of Old Wornout BT Surface to an average thickness of 5cm to 10cm thick including all cost and conveyance of all materials and all labour charges etc complete
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.,
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
Providing and laying Bituminious concrete to 25mm 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
Providing and Laying Gravel Soling to 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 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.
Construction of 3.00m Span RCC Slab culvert @ Ch 0/415
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 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherev
Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
( i ) Below sill level
( ii ) Above sill level
Gravel Filling in Between the Body walls including all cost and conveyance of Gravel, labour for Filling watering and Compacting etc Complete
Providing and fixing 20mm compressible fiber board in expantion joint complete as per drawing and MORD technical specification
Providing and fixing TAR paper for bearinig between bed block and deck slab
Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia. semi-spherical backfill arrangements with 100mm size broken grani
Construction of Retaining wall @ Ch 0/420
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 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
Provision for Km stone, Hm stone,Guardstone,Name board, Logo board and Cautionary sign boards etc.
KM Stone
HM Stone
Provision for Sign board
PART (B) Maintenance Routine Maintenance After completion of construction works Maintenance I year
Maintenance II year
Maintenance III year
Maintenance IV year
Maintenance V year
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)
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