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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.3 LAccepted-AOC DOOR NO 3 92 VARAGANAPALLI VILLAGE NAGAMANGALAM POST DENKANIKOTTAI TALUK KRISHNAGIRI DISTRICT 635113 | DENKANIKOTTAI | KRISHNAGIRI | TAMIL NADU | 635113 | ₹82.3 L | L1 | Accepted-AOC Admitted |
| 2 | L2₹82.7 LRejected-AOC | ₹82.7 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | T.Varadharaj Contractor L1 | SA Constructions L2 |
|---|---|---|---|---|---|
| 1.001. Strengthening of the road from Thally - Jawalagiri road to Bettapalli(via) Kunigal KM 0/0- 1/0 H/o Marupalli (R-184) Estimate Amount: Rs.38.170 Lakhs | |||||
| 2.00 | 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. complete. | 1,102.5 | Sqm | 6.35 ₹7,000.88 | 6.38 ₹7,033.95 |
| 3.00 | 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 of water as per | 525 | Cum | 140.17 ₹73,589.25 | 140.83 ₹73,935.75 |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,093.75 | Sqm | 23.33 ₹25,517.19 | 23.44 ₹25,637.50 |
| 5.00 | 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 | 275.62 | Cum | 340.66 ₹93,892.71 | 342.26 ₹94,333.70 |
| 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: 0/0-1/0 | 495.01 | Cum | 2,382.55 ₹11.8 L | 2,393.76 ₹11.8 L |
| 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: 0/0-1/0 | 3,300 | Sqm | 86.51 ₹2.9 L | 86.91 ₹2.9 L |
| 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 | |||||
Updated dates
Tender Value
₹83.3 L
EMD Value
₹84,000
Closing Date
17 Feb 2026, 3:00 pmClosed
The Project Director
DRDA Krishnagiri
Krishnagiri DT Thally Block 2 Works under DMFT 2025-202 Strengthening of the road at Marupalli and Gumalapuram Panchayats Package No 29 DMFT 2025-2026
2026_RDTN_652924_1
RocNo_15_2026_Mines_03_02_2026
Open Tender
Civil Works - Roads
180 days
Thally
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹84,000
DRDA Krishnagiri
24 Mar 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
10 Feb 2026
1. Strengthening of the road from Thally - Jawalagiri road to Bettapalli(via) Kunigal KM 0/0- 1/0 H/o Marupalli (R-184) Estimate Amount: Rs.38.170 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. complete.
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 of water as per
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site,
Provision for H.M. Stone
Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
Construction of Hard Bed @ 235- 260m
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
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&H specification No. 806)
Construction of Retaining Wall @ 290 - 300m
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for planes surface in foundation and basement and in all floors for R C C column footing using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre
Provision for weep holes
Provision for Name Board
Provision for sign board
2. Strengthening of the road from Thally - Gumalapuram road to Thammapuram Km 0/0-1/185 H/O Gumalapuram(R-106) Estimate Amount Rs.45.170 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. complete.
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 of water as per
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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.,
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc.,
Provision for HM Stone
Provision for KM Stone
Road marking with hot hot applied thermoplastic compound with reflectorising glass beads in bituminous surface
Providing CC Pavement @ 830 - 980 m
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.
Pavement
Corewall
Cement concrete 1:4:8(one cement, four sand, and eight hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges for mixing concrete watering and laying the concrete in layers .
Supplying and erecting centering shuttering including necessary supports for plane officers including conveyance of all materials to site and proper centering etc complete.
Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for foundation inmcluding watering wherever necessary and laid in layers of not more than 15cm thick.,
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)
Construction of 1.50m Span Culvert @ ch 520 m
Earth work excavation for foundation in all class of soils except hard rock requiring blasting including cost and conveyance of all etc.,complete.
Cement concrete 1:4:8(one cement, four sand, and eight hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges for mixing concrete watering and laying the concrete in layers .
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 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 an
Footing
Deck slab:
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 specification.
Supplying and Fabricating and placing in position MS steel or Ribbed Tor 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.
Provision of Tar papper
Provision for Bitumen Pad
Provision for Weep holes
Rein forcement 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
Provision for Name board charges
Provision for sign board
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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