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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₹90.8 LAccepted-Finance | L1 | Accepted-Finance Quoted L1 Rate | |
| 2 | L2₹95.6 L+₹4.8 L (5.24%)Rejected-Finance 184 KEELA STREET NEIKULAM NEDUNGUR LALGUDI 621105 | TIRUCHIRAPPALLI | TAMIL NADU | 621105 | L2 | Rejected-Finance Quoted L2 Rate |
| Sl No | Description | Qty | Unit | GARUDA INFRA TECH L1 | ASV CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Strengthening of the road From Oorakkarai to Karugudi at KM 0/0-2/0( R - 24 PUR ) 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 - 2/0 | 2,867.47 | Sqm | 6 ₹17,204.82 Lowest | 7.5 ₹21,506.03 |
| 2.00 | Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers | 2,499.95 | Sqm | 22 ₹54,998.9 Lowest | 30 ₹74,998.5 |
| 3.00 | 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 of water as per 20A Km 0/0 - 2/0 | 2,156.87 | Cum | 140 ₹3,01,961.8 Lowest | 150 ₹3,23,530.5 |
| 4.00 | 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 - 1/0 | 358.96 | Cum | 341.08 ₹1,22,434.08 Lowest | 350 ₹1,25,636 |
| 5.00 | 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 - 2/0 | 357.92 | Cum | 354.76 ₹1,26,975.7 Lowest | 400 ₹1,43,168 |
| 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. Km 1/0 - 2/0 | 1,124.99 | Cum | 2,478.21 ₹27,87,961.47 Lowest | 2,550 ₹28,68,724.5 |
| 7.00 | 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 1/0 - 2/0 | 7,532.5 | Cum | 86.41 ₹6,50,883.33 Lowest | 100 ₹7,53,250 |
| 8.00 | 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 - 3/230 | 7,532.5 | Cum | 20.19 ₹1,52,081.18 Lowest | 30 ₹2,25,975 |
| 9.00 | BITUMINOUS CONCRETE 25 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 - 3/230 | 225.98 | Cum | 11,767.99 ₹26,59,330.38 Lowest | 12,000 ₹27,11,760 |
| 10.00 | Provision for HM Stones etc | 8 | Nos | 780 ₹6,240 Lowest | 800 ₹6,400 |
Tender Value
₹96.7 L
EMD Value
₹97,000
Closing Date
3 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.
Project Director
DRDA Tiruchirappalli
Strengthening of the Road from Oorakarai to Karugudi at KM 0/0 - 2/0 in T.Pet Block at Tiruchirappalli District under MGSMT - 2025-26 (PHASE - III),pkg19
2025_RDTN_593820_19
DIPR/4437/TENDER/2025
Open Tender
Civil Works - Roads
Item Wise
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹97,000
DRDA Tiruchirappalli
10 Oct 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
26 Aug 2025
Amount
Strengthening of the road From Oorakkarai to Karugudi at KM 0/0-2/0( R - 24 PUR ) 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 - 2/0
Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers
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 of water as per 20A Km 0/0 - 2/0
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 - 1/0
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 - 2/0
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. Km 1/0 - 2/0
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 1/0 - 2/0
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 - 3/230
BITUMINOUS CONCRETE 25 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 - 3/230
Provision for HM Stones etc
Provision for Km Stones etc
Provision for Sign Board.
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,ch.600
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
Cement concrete 1 :4:8 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed
Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specification
suplying Erection and centering for sides and soffits including necessary supports & structing upto 3.29 ht for plane surface in all flooring with all cross bracing in etc.,Below GL
suplying Erection and centering for sides and soffits including necessary supports & structing upto 3.29 ht for plane surface in all flooring with all cross bracing in etc.,Above GL
Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
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}
ASV CONSTRUCTION (BID ID -1446996)
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