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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.4 LAccepted-Finance | ₹35.4 L | 1 | Accepted-Finance Accept |
| 2 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | Jothi Prakash L1 | ARUNKUMAR TAMILVENDAN L2 |
|---|---|---|---|---|---|
| 1.00Part I : Providing CC Drain to Yadavar Street in in Vallam Panchayat @ Kattankolathur Panchayat Union Est: 10.50 Lakhs | |||||
| 2.00 | Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation. | 132 | Cum | 263 ₹34,716 | 280 ₹36,960 |
| 3.00 | CC 1:4:8 mix using 40mm ISS HBG metal with cost and conveyance including all other labour charges etc complete | 22 | Cum | 5,344 ₹1,17,568 | 5,450 ₹1,19,900 |
| 4.00 | Centering with shuttering for all cc works using MS sheet with cost and conveyance including all other labour charges etc complete | 480 | Sqm | 547 ₹2,62,560 | 550 ₹2,64,000 |
| 5.00 | CC 1:1.5:3 mix using 20mm ISS HBG metal with cost and conveyance including all other labour charges etc complete | 55.2 | Cum | 7,237 ₹3,99,482.4 | 7,350 ₹4,05,720 |
| 6.00 | Plastering in cm 1:5 of 20mm thick with cost and conveyance including all other labour charges etc complete | 120 | Sqm | 573 ₹68,760 | 600 ₹72,000 |
| 7.00Part II : Providing BT Road to Kamarajar Street in Vallam Panchayat @ Kattankolathur Panchayat Union Est: 8.11 Lakhs | |||||
| 8.00 | 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 20A | 53.2 | Cum | 263 ₹13,991.6 | 263 ₹13,991.6 |
| 9.00 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material 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. | 79.8 | Cum | 2,500 ₹1,99,500 | 3,000 ₹2,39,400 |
| 10.00 | Providing and laying Prime coat over WMM surface using 7.0 kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification | 532 | Sqm | 72 ₹38,304 | 30 ₹15,960 |
Tender Value
₹40 L
EMD Value
₹40,000
Closing Date
27 Feb 2026, 3:00 pmClosed
BDO VP
KTR
Providing Road and Drain Works to Vallam Panchayat 5 Nos in Kattankolathur Panchayat Union. Having Package No 17/2025-26
2026_RDTN_665192_1
266/2026/B1 dt 20.02.2026
Open Tender
Civil Works
90 days
BDO KTR
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹40,000
Yes
7 May 2026
24 Feb 2026
27 Feb 2026
24 Feb 2026
27 Feb 2026
24 Feb 2026
Part I : Providing CC Drain to Yadavar Street in in Vallam Panchayat @ Kattankolathur Panchayat Union Est: 10.50 Lakhs
Earth work excavation and depositing on banks with initial lead and lift in gravelly soil stiff clay, hard stiff clay, murram, boulders mixed with gravel as per SS 20-B for foundation.
CC 1:4:8 mix using 40mm ISS HBG metal with cost and conveyance including all other labour charges etc complete
Centering with shuttering for all cc works using MS sheet with cost and conveyance including all other labour charges etc complete
CC 1:1.5:3 mix using 20mm ISS HBG metal with cost and conveyance including all other labour charges etc complete
Plastering in cm 1:5 of 20mm thick with cost and conveyance including all other labour charges etc complete
Part II : Providing BT Road to Kamarajar Street in Vallam Panchayat @ Kattankolathur Panchayat Union Est: 8.11 Lakhs
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 20A
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material 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.
Providing and laying Prime coat over WMM surface using 7.0 kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification
Providing and laying tack coat over WMM surface using 2.50kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification
Bituminous macadam 50 mm consolidated thickness using bitumen 60/70 grade as per clause 504 of MoRTH specification
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 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., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as
Filling with US Gravel for side berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete
Part III : Providing BT Road to Vallalar Street in Vallam Panchayat @ Kattankolathur Panchayat Union Est: 7.54 Lakhs
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 20A
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material 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.
Providing and laying Prime coat over WMM surface using 7.0 kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification
Providing and laying tack coat over WMM surface using 2.50kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification
Bituminous macadam 50 mm consolidated thickness using bitumen 60/70 grade as per clause 504 of MoRTH specification
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 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., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as
Filling with US Gravel for side berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete
Part IV : Providing BT Road to Nehru Nagar VOC Street in Vallam Panchayat @ Kattankolathur Panchayat Union Est: 4.35 Lakhs
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 20A
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material 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.
Providing and laying Prime coat over WMM surface using 7.0 kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification
Providing and laying tack coat over WMM surface using 2.50kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification
Bituminous macadam 50 mm consolidated thickness using bitumen 60/70 grade as per clause 504 of MoRTH specification
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 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., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as
Filling with US Gravel for side berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete
Part V : Providing CC Road to Pandian Nagar in Vallam Panchayat @ Kattankolathur Panchayat Union Est: 9.50 Lakhs
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
CC 1:4:8 mix using 40mm ISS HBG metal with cost and conveyance including all other labour charges etc complete
Centering with shuttering for all cc works using MS sheet with cost and conveyance including all other labour charges etc complete
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) .
CC 1:1.5:3 mix using 20mm ISS HBG metal with cost and conveyance including all other labour charges etc complete
Supply and Fixing of Bituminous Pad with cost and conveyance including all other labour charges etc complete
Supply and Fixing of Trowel Machine with cost and conveyance including all other labour charges etc complete
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}12%
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