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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.9 LAccepted-Finance | ₹59.9 L | L1 | Accepted-Finance Quoted L1 Rate |
| 2 | L2₹61.4 LRejected-Finance | ₹61.4 L | L2 | Rejected-Finance Quoted L2 Rate |
| Sl No | Description | Qty | Unit | P. Jaisankar L2 | R NEELAKANDAN L1 |
|---|---|---|---|---|---|
| 1.00 | Upgradation of the road from Sobanapuram School to Kadappakkal road Km 0 / 0 - 0 / 810 . in Uppiliyapuram Block.
Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete Km 0 / 0 - 0/810 | 738.18 | sqm | 10 ₹7,381.80 | 6 ₹4,429.08 |
| 2.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out Km 0 / 0 - 0/810 | 315.09 | cum | 150 ₹47,263.50 | 140 ₹44,112.60 |
| 3.00 | Providing and laying including cost and conveyance of Gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content km 0 / 0 - 0/810 | 108.96 | cum | 400 ₹43,584 | 368 ₹40,097.28 |
| 4.00 | 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 km 0 / 0 - 0/810 | 327.88 | cum | 2,600 ₹8.5 L | 2,580 ₹8.5 L |
| 5.00 | 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 km0 / 0 - 0/810 | 363.19 | cum | 2,700 ₹9.8 L | 2,643 ₹9.6 L |
| 6.00 | Providing and laying of Prime Coat using Emulsion (SS1) at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it km 0 / 0 - 0/810 | 2,424.3 | sqm | 90 ₹2.2 L | 87.5 ₹2.1 L |
| 7.00 | Providing and laying Tack coat over WMM surface using 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.marea including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat km 0 / 0 - 0/810 | 2,430 | sqm | 25 ₹60,750 | 20.65 ₹50,179.50 |
| 8.00 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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 km 0 / 0 - 0/810 | 60.75 | cum | 11,800 ₹7.2 L | 11,706.63 ₹7.1 L |
| 9.00 | Provision for HM Stones etc 0.15x0.15x0.9 | 4 | Each | 600 ₹2,400 | 574.3 ₹2,297.20 |
| 10.00 | Provision for 60cm Equilateral Triangle Cautionary Signboard | 4 | Each | 5,500 ₹22,000 | 4,996 ₹19,984 |
Tender Value
₹62.8 L
EMD Value
₹63,000
Closing Date
20 Jan 2026, 3:00 pmClosed
Project Director
DRDA, Tiruchirappalli
Upgradation of the Road from Sobanapuram School to katapakkal Road KM 0/0 -1/0 Uppiliyapuram Block, Tiruchirappalli Dist under Savings fund 25-26, pkg 9
2026_RDTN_641095_9
E1/4185/2025, dt.08.01.2026
Open Tender
Civil Works - Roads
180 days
Tiruchirappalli
Enclosed
5 documents required · 5 mandatory
₹0
₹63,000
12.01.2026
14 Feb 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
12 Jan 2026
Upgradation of the road from Sobanapuram School to Kadappakkal road Km 0 / 0 - 0 / 810 . in Uppiliyapuram Block. Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete Km 0 / 0 - 0/810
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out Km 0 / 0 - 0/810
Providing and laying including cost and conveyance of Gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content km 0 / 0 - 0/810
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 km 0 / 0 - 0/810
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 km0 / 0 - 0/810
Providing and laying of Prime Coat using Emulsion (SS1) at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it km 0 / 0 - 0/810
Providing and laying Tack coat over WMM surface using 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.marea including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat km 0 / 0 - 0/810
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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 km 0 / 0 - 0/810
Provision for HM Stones etc 0.15x0.15x0.9
Provision for 60cm Equilateral Triangle Cautionary Signboard
Construction of Retaining Wall @ CH 85 Earth work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20 B for foundation
Collection and supply of sand and filling in to the basement including cost and all labours charges etc complete
Cement concrete 1:4:8 mix using 40mm ISS HBG metal from approved quarry including cost and conveyance of all materials to work site and all labour charges etc.,
CC 1:3: 6 mix using 40 metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum.
Cost , supply and erection of steel centering for sides and soffits of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete
Provision for Weeb Holes
Drainage at ch 110m Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with intial lead and lift asper SS 20 B including shoring baling out water where necessary etc. complete for foundation.
Collection and supply of sand and filling in to the basement including cost and all labours charges etc complete
CC 1:4:8 mix using 40metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum
CC 1:3: 6 mix using 40 metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum
Cost , supply and erection of steel centering for sides and soffits of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete
Plastering with cement mortar 1:4 mix to 20 mm thick including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm
Pipe Culvert at ch 663: Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with intial lead and lift asper SS 20 B including shoring baling out water where necessary etc. complete for foundation.
Cement concrete 1:4:8 mix using 40mm ISS HBG metal from approved quarry including cost and conveyance of all materials to work site and all labour charges etc.,
CC 1:3: 6 mix using 40 metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum.
Cost , supply and erection of steel centering for sides and soffits of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete
Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete
Earth work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20 B for cutting side drain
Supplying and fixing of RCC hume pipes with suitabe Collars Including cost of Pipes and Labour charges etc, complete.
Labour charges for laying and jointing
Pipe Culvert at ch 820: Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with intial lead and lift asper SS 20 B including shoring baling out water where necessary etc. complete for foundation.
Cement concrete 1:4:8 mix using 40mm ISS HBG metal from approved quarry including cost and conveyance of all materials to work site and all labour charges etc.,
CC 1:3: 6 mix using 40 metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum.
Cost , supply and erection of steel centering for sides and soffits of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete
Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Earth work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20 B for cutting side drain
Supplying and fixing of RCC hume pipes with suitabe Collars Including cost of Pipes and Labour charges etc, complete
Labour charges for laying and jointing
RCC CULVERT at ch 100 Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with intial lead and lift asper SS 20 B including shoring baling out water where necessary etc. complete for foundation.
Collection and supply of sand and filling in to the basement including cost and all labours charges etc complete Culvert @ Ch. 100
CC 1:4:8 mix using 40metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum Culvert @ Ch. 100
CC 1:3: 6 mix using 40 metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum Culvert @ Ch. 100
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 for Superstructure Culvert @ Ch. 100
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 for bed blocks Culvert @ Ch. 100
Reinforced cement concrete 1:1.5:3 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 for DeckslabCulvert @ Ch. 100
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc below sill
Above sill
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab Culvert @ Ch. 100
Providing and fixing Tar Paper
Providing and fixing Weep Hole
Collection and supply of Gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, Culvert @ Ch. 100
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
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