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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.2 LAccepted-AOC NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | ₹30.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹30.8 LRejected-AOC SUBRAMANIAN NAGAR 1ST STREET SUBRAMANIAN NA | TIRUVANNAMALAI | TAMIL NADU | 604407 | ₹30.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹31.8 LRejected-AOC 86 NARROTTAM KUNJ MADHU NAGAR AGRA 282001 | AGRA | UTTAR PRADESH | 282001 | ₹31.8 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | J.P. CONSTRUCTION L2 | J.S AND SONS L3 | SPANCRETE CIVIL ENGINEERING L1 |
|---|---|---|---|---|---|---|
| 1.00Providing BT Road in Porur Garden Phase I park opp in vanagaram Panchayat . | ||||||
| 2.00 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 75.9 | cu.m | 123.26 ₹9,355 | 150 ₹11,385 | 150 ₹11,385 |
| 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. | 1,707 | sqm | 84.3 ₹1.4 L | 90 ₹1.5 L | 70 ₹1.2 L |
| 4.00 | 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., | 1,707 | sqm | 35.07 ₹59,864 | 40 ₹68,280 | 30 ₹51,210 |
| 5.00 | Providing and laying 50 MM Compacted thick Bituminous macadam using 26.5 - 11.2 mm graded metal and 0.10 cum of 13.20 - 2.6 mm graded metal and 0.10 cum of 2.36 mm and below with 49.50 kgs of buitumen for premixing per 10 sqm including cost and conveyance of materials to the work site and stacking them to the department metric gauge for premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in Mini Hot Mix plant for premix carpet only, rolling by 80-100 power roller for premix carpet and seal coat separately including labour charges for spreading the mix of premix carpet, application of bitumen for seal coat over premix carpet etc, including hire charges and fuel charges for Mini Hot Mix Plant, bitumen boiler, Power roller and all other tools and plants employed etc., complete as per clause 504 of MORTH specification.(50 mm thick) | 85.35 | cu.m | 9,999.31 ₹8.5 L | 10,000 ₹8.5 L | 9,700 ₹8.3 L |
| 6.00 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and 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 | 42.68 | cu.m | 12,491.78 ₹5.3 L | 13,000 ₹5.5 L | 10,300 ₹4.4 L |
| 7.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 75.9 | cu.m | 3,245.65 ₹2.5 L | 3,500 ₹2.7 L | 2,500 ₹1.9 L |
| 8.00 | Providing and Laying of Interlocking Concrete Block (Surface Textured) Pavements having thickness 80mm and compacted over a thin bedding M.Sand layer of 30 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504. | 506 | sqm | 927.89 ₹4.7 L | 940 ₹4.8 L | 1,000 ₹5.1 L |
| 9.00 | Provision for Equilqteral Triangle Cautionary Sign Board | 2 | Nos | 4,999 ₹9,998 | 5,000 ₹10,000 | 5,000 ₹10,000 |
| 10.00 | Road Marking With Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface | 64.8 | sqm | 890 ₹57,672 | 900 ₹58,320 | 500 ₹32,400 |
Tender Value
₹31.1 L
EMD Value
₹77,700
Closing Date
20 Jan 2026, 3:00 pmClosed
Block Development Officer VP
Block Development Office VKM Block at Ambathur
Providing BT road ar Porur Garden phase I park opp Street in Vanagaram Panchayat
2026_RDTN_643219_1
14TH FINANCE SAVING FUND 2025-26
Open Tender
Civil Works
90 days
Villivakkam
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹77,700
Yes
18 Mar 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
Providing BT Road in Porur Garden Phase I park opp in vanagaram Panchayat .
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
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 50 MM Compacted thick Bituminous macadam using 26.5 - 11.2 mm graded metal and 0.10 cum of 13.20 - 2.6 mm graded metal and 0.10 cum of 2.36 mm and below with 49.50 kgs of buitumen for premixing per 10 sqm including cost and conveyance of materials to the work site and stacking them to the department metric gauge for premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in Mini Hot Mix plant for premix carpet only, rolling by 80-100 power roller for premix carpet and seal coat separately including labour charges for spreading the mix of premix carpet, application of bitumen for seal coat over premix carpet etc, including hire charges and fuel charges for Mini Hot Mix Plant, bitumen boiler, Power roller and all other tools and plants employed etc., complete as per clause 504 of MORTH specification.(50 mm thick)
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and 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
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401
Providing and Laying of Interlocking Concrete Block (Surface Textured) Pavements having thickness 80mm and compacted over a thin bedding M.Sand layer of 30 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Provision for Equilqteral Triangle Cautionary Sign Board
Road Marking With Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface
Road Marker /Road stud with lens Reflector
Constuction of Cast in Situ Catch Pit of inner size 450x 450 x 450mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 150mm thick and cutting the existing storm water of size 300 x 150mm for fixing 2 Nos of 160mm dia PVC pipe of the storm water drain mouth with RCC Cast in situ wall of size 120mm in RCC 1:1.5:3 with steel of 18.32 KG including fixing Ductile Iron Gratings hinged with Frame clear opening 450 x 450mm Ductile Iron Gratings hinged with Frame of Class C -- 250 (Heavy Duty 25MT) of appropriate size and load capacity of approved brand confirming to BSEN 124:1994 Standards. Raw material should be of grade SG/500/7 as per IS-1865. Product should be tested in NABL/NTH accredited test lab for load capacity
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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