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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | ₹9.0 L | L1 | Accepted-AOC L1 Quoted Less than tender value |
| 2 | L2₹9.2 LRejected-AOC | ₹9.2 L | L2 | Rejected-AOC L2 Quoted More than tender value |
| Sl No | Description | Qty | Unit | BEEMJI ENTERPRISE L1 | S GOKULRAJ L2 |
|---|---|---|---|---|---|
| 1.00VELLORE DISTRICT Upgradation of the Road at Thippai Medu in Kammasamuthiram Panchayat of Kaniyambadi Block SFC (DP) 2025- 2026 Scheme Package no 02 | |||||
| 2.00 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 504 | Sq.M | 5.2 ₹2,620.80 | 6.36 ₹3,205.44 |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A | 151.2 | Cu.M | 116 ₹17,539.20 | 140.35 ₹21,220.92 |
| 4.00 | Collection and supply of Girrty gravel for Basecourse And side berms and labour charges for filling etc complete | 115.5 | Cu.M | 282 ₹32,571 | 340.17 ₹39,289.64 |
| 5.00 | 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) | 105 | Cu.M | 1,750 ₹1.8 L | 1,802.51 ₹1.9 L |
| 6.00 | 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 | 106.56 | Cu.M | 1,950 ₹2.1 L | 2,003.66 ₹2.1 L |
| 7.00 | 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. | 852.5 | Sq.M | 69 ₹58,822.50 | 83.79 ₹71,430.98 |
| 8.00 | 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., | 852.5 | sq.m | 15.5 ₹13,213.75 | 19.2 ₹16,368 |
| 9.00 | BITUMINOUS CONCRETE 25MM THICK USING cmp (Grade-II)
Providing and laying Bituminious concrete to 30mm 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 | 21.31 | Cu.M | 9,050 ₹1.9 L | 7,500 ₹1.6 L |
| 10.00 | Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. | 33.6 | Cu.M | 121 ₹4,065.60 | 146.29 ₹4,915.34 |
Tender Value
Refer Docs
EMD Value
₹22,000
Closing Date
3 Mar 2026, 3:00 pmClosed
The Block Developement Officer Kaniyambadi
The Block Developement Office Kaniyambadi
VELLORE DISTRICT Upgradation of the Road at Thippai Medu in Kammasamuthiram Panchayat of Kaniyambadi Block SFC (DP) 2025- 2026 Scheme Package no 02
2026_RDTN_666415_1
A2/405/2025
Open Tender
Civil Works
180 days
The Block Developement Office Kaniyambadi
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹22,000
17 Mar 2026
25 Feb 2026
3 Mar 2026
25 Feb 2026
3 Mar 2026
25 Feb 2026
VELLORE DISTRICT Upgradation of the Road at Thippai Medu in Kammasamuthiram Panchayat of Kaniyambadi Block SFC (DP) 2025- 2026 Scheme Package no 02
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A
Collection and supply of Girrty gravel for Basecourse And side berms and labour charges for filling 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)
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 25MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 30mm 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
Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
Provision for Hecto Meter Stone
Provision for RCC Pipe Culvert
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 20A
Cement concrete in 1:4:8 mix using 40mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,
Cement concrete in 1:2:4 mix using 20mm ISS HBG metal including all Cost and conveyance of labour charges etc.,Complete.,
Supply of NP3 Class RCC Pipe 900mm Dia conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers and as per standard specifications.
Hoisting and fixing of NP3 Class RCC Pipe and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the Departmental Officers and as per standard specifications.
Provision for Name Board Charges
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}
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