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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.6 LAccepted-Finance | ₹39.6 L | 1 | Accepted-Finance Accept |
| 2 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | DHANALAKSHMI L2 | Ellappan contractor L1 |
|---|---|---|---|---|---|
| 1.00Part I : Providing BT Road to Alapakkam SSM Nagar in Nedungundram Panchayat @ Kattankolathur Panchayat Union Est: 15.27 Lakhs | |||||
| 2.00 | 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. | 153 | Cum | 2,600 ₹3,97,800 | 2,518 ₹3,85,254 |
| 3.00 | 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. | 1,020 | Sqm | 66 ₹67,320 | 65 ₹66,300 |
| 4.00 | Applying tack coat over WBM surface (not treated with primer) using 2.5Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as pe | 1,020 | Sqm | 23 ₹23,460 | 22 ₹22,440 |
| 5.00 | Bituminous macadam 50 mm consolidated thickness using bitumen 60/70 grade as per clause 504 of MoRTH specification | 51 | Cum | 8,600 ₹4,38,600 | 8,500 ₹4,33,500 |
| 6.00 | BITUMINOUS CONCRETE 30 MM THICK USING cmp (Grade-II) 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 | 30.6 | Cum | 9,600 ₹2,93,760 | 9,500 ₹2,90,700 |
| 7.00Part II : Providing Cement Concrete Road to Kolapakkam Madhanapuri Prathana Salai in Nedungundram Panchayat at Kattankolathur Panchayat Union Est: 24.73 Lakhs | |||||
| 8.00 | 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 | 27 | Cum | 265 ₹7,155 | 263 ₹7,101 |
| 9.00 | CC 1:4:8 mix using 40mm ISS HBG metal with cost and conveyance including all other labour charges etc complete | 27 | Cum | 5,400 ₹1,45,800 | 5,344.5 ₹1,44,301.5 |
| 10.00 | Centering with shuttering for all cc works using MS sheet with cost and conveyance including all other labour charges etc complete | 153 | Sqm | 182 ₹27,846 | 182 ₹27,846 |
Tender Value
₹40 L
EMD Value
₹40,000
Closing Date
27 Feb 2026, 3:00 pmClosed
BDO VP
KTR
Providing Road Works to Nedungundram Panchayat 2 Nos in Kattankolathur Panchayat Union. Having Package No 08/2025-26
2026_RDTN_665130_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 BT Road to Alapakkam SSM Nagar in Nedungundram Panchayat @ Kattankolathur Panchayat Union Est: 15.27 Lakhs
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.
Applying tack coat over WBM surface (not treated with primer) using 2.5Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as pe
Bituminous macadam 50 mm consolidated thickness using bitumen 60/70 grade as per clause 504 of MoRTH specification
BITUMINOUS CONCRETE 30 MM THICK USING cmp (Grade-II) 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
Part II : Providing Cement Concrete Road to Kolapakkam Madhanapuri Prathana Salai in Nedungundram Panchayat at Kattankolathur Panchayat Union Est: 24.73 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 1:2:4 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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