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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.8 LAccepted-AOC | L1 | Accepted-AOC Quoted less than Tender Value | |
| 2 | L2₹67.5 L+₹70,224.16 (1.05%)Rejected-AOC | L2 | Rejected-AOC Quoted more than Tender Value |
| Sl No | Description | Qty | Unit | kavitha L2 | M/S KBB Construction L1 |
|---|---|---|---|---|---|
| 1.00VELLORE DISTRICT IMPROVEMENT OF THE ROAD FROM KOLLAIMEDU TO PILLAIYARKUTTAI AT PEENJAMANDAI PANCHAYAT IN ANAICUT BLOCK NNT 2025-26 PACKAGE NO 02 | |||||
| 2.00 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc Complete | 637.2 | sqm | 120 ₹76,464 | 9 ₹5,734.8 Lowest |
| 3.00 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15 | 212.4 | cum | 203 ₹43,117.2 Lowest | 203 ₹43,117.2 Lowest |
| 4.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 106.2 | cum | 347 ₹36,851.4 Lowest | 347 ₹36,851.4 Lowest |
| 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) | 123.75 | cum | 2,841 ₹3,51,573.75 Lowest | 2,841 ₹3,51,573.75 Lowest |
| 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 | 68.43 | cum | 2,920.16 ₹1,99,826.55 Lowest | 2,920.16 ₹1,99,826.55 Lowest |
| 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 for all including all cost and Convenyance for etc Complete | 825 | sqm | 105.24 ₹86,823 Lowest | 105.24 ₹86,823 Lowest |
| 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 all including all cost and Convenyance for etc Complete | 825 | sqm | 21.52 ₹17,754 Lowest | 21.52 ₹17,754 Lowest |
| 9.00 | 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., 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 per clause 507 of MORTH Rev-5 | 20.62 | cum | 12,321.7 ₹2,54,073.45 Lowest | 12,321.7 ₹2,54,073.45 Lowest |
| 10.00 | Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | 44 | cum | 890 ₹39,160 Lowest | 890 ₹39,160 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
24 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
THE BLOCK DEVELOPMENT OFFICER
THE BLOCK DEVELOPMENT OFFICER, ANAICUT
VELLORE DISTRICT IMPROVEMENT OF THE ROAD FROM KOLLAIMEDU TO PILLAIYARKUTTAI AT PEENJAMANDAI PANCHAYAT IN ANAICUT BLOCK NNT 2025-26 PACKAGE NO 02
2025_RDTN_600363_1
A2/1127/2024 ACT SEP 43-25
Open Tender
Civil Works
Item Rate
180 days
THE BLOCK DEVELOPMENT OFFICE, ANAICUT
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.5 L
6 Dec 2025
4 Sept 2025
24 Sept 2025
4 Sept 2025
24 Sept 2025
4 Sept 2025
Amount
VELLORE DISTRICT IMPROVEMENT OF THE ROAD FROM KOLLAIMEDU TO PILLAIYARKUTTAI AT PEENJAMANDAI PANCHAYAT IN ANAICUT BLOCK NNT 2025-26 PACKAGE NO 02
Clearing the scrub jungles including cutting the scrubs and removing away from site etc Complete
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
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 for all including all cost and Convenyance for etc Complete
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 all including all cost and Convenyance for etc Complete
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., 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 per clause 507 of MORTH Rev-5
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Construction of Hardbed Ch @
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 etc
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 Levelling course for etc Complete
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing 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) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5
Construction of un-reinforced dowel jointed at expansion and Construction joint only plain Cement Concrete pavement thickness as per design over a prepared sub bade with 43grade cement or any other as per Clause 1501.2.2 M30 (Grade) Coarse for etc Complete
Providing and fixing sign board
Provision for H.M. stone
Road Marker /Road stud with lens Reflector
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}
kavitha (BID ID -1457844)
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