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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹16.8 L | L1 | Accepted-Finance Less Tender Value |
| 2 | L2₹17.1 LRejected-Finance | ₹17.1 L | L2 | Rejected-Finance High Tender Value |
| Sl No | Description | Qty | Unit | RENGASAMY S L2 | Rajkumar M L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 245.81 | Cum | 2,550 ₹6.3 L | 2,551 ₹6.3 L |
| 2.00 | 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. | 1,638.75 | Sqm | 90 ₹1.5 L | 84 ₹1.4 L |
| 3.00 | 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., | 1,638.75 | Sqm | 25 ₹40,968.75 | 20 ₹32,775 |
| 4.00 | 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 | 40.97 | Cum | 11,250 ₹4.6 L | 11,059 ₹4.5 L |
| 5.00 | Spreading the collected US gravel to watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers | 59 | Cum | 725 ₹42,775 | 711 ₹41,949 |
| 6.00 | 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 | 270 | Rm | 210 ₹56,700 | 207 ₹55,890 |
| 7.00 | Supply and delevery of following PVC pipes and Specials
63mm UPVC Pipe | 270 | Rm | 55 ₹14,850 | 53 ₹14,310 |
| 8.00 | 63mm PVC Elbow | 4 | Nos | 50 ₹200 | 46 ₹184 |
| 9.00 | 63mm PVC Tee | 2 | Nos | 30 ₹60 | 26 ₹52 |
| 10.00 | 63mm PVC End cap | 2 | Nos | 20 ₹40 | 17 ₹34 |
Tender Value
Refer Docs
EMD Value
₹17,500
Closing Date
16 Dec 2025, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICE
BLOCK DEVELOPMENT OFFICE PERAMBALUR
Strengthening of the Road and Water supply Arrangements at Siruvachur Mathura Nagar Street in Siruvachur Pt.
2025_RDTN_628905_1
Lr No 3529/2025/B6 Dt 28.11.2025
Open Tender
Civil Works
180 days
BLOCK DEVELOPMENT OFFICE PERAMBALUR
AS PER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹0
₹17,500
2 Feb 2026
4 Dec 2025
16 Dec 2025
4 Dec 2025
16 Dec 2025
4 Dec 2025
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.,
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
Spreading the collected US gravel to watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers
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
Supply and delevery of following PVC pipes and Specials 63mm UPVC Pipe
63mm PVC Elbow
63mm PVC Tee
63mm PVC End cap
Laying and Jointing of PVC pipes and specials including cost and conveyance of all materials and all labour charges etc. complete.
Refilling the basement with excavated earth other than sand complying the Standard specification
Provision for FHTC Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B
Cost of Pipe
Lowering
Refilling
Saddle( 63 x 20)
Brass Feerrule 15mm
Fixing Ferrule
20 mm PVC Elbow
20mm PVC FTA
15 mm Brass Tap
Cutting 20mm PVC Pipe
Precast RCC Platform
Provision for Name Board Cum Citizen Board
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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