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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.8 LAccepted-Finance | ₹48.8 L | L1 | Accepted-Finance Quoted L1 Rate |
| 2 | L2₹49.8 LRejected-Finance | ₹49.8 L | L2 | Rejected-Finance Quoted L2 Rate |
| Sl No | Description | Qty | Unit | NALLAPPAN SRINIVASAN L1 | MURUGESAN SANGAPILLAI L2 |
|---|---|---|---|---|---|
| 1.00 | Strengthening the Road from Valasiramani to Kanjampatti Road H/O Valasiramani Km 0/0- 1/100 .Clearing the light jungle including al labour charges for cutting, burring, buried etc. complete. Km 0/0-1/100 | 789.91 | Sqm | 6 ₹4,739.46 Lowest | 7 ₹5,529.37 |
| 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 | 592.43 | Cum | 131 ₹77,608.33 Lowest | 140 ₹82,940.2 |
| 3.00 | Picking the existing mettaled surface and sectioning including all labour charges etc, complete. Km 0/0-1/100 | 1,371.37 | Sqm | 22 ₹30,170.14 Lowest | 28 ₹38,398.36 |
| 4.00 | Collection and supply and laying of U.S.gravel including cost and conveyance of all materials and all labour charges etc. complete.Km 0/0-1/0 | 269.22 | Cum | 336 ₹90,457.92 Lowest | 350 ₹94,227 |
| 5.00 | Km 1/0-1/100 | 27 | Cum | 350 ₹9,450 Lowest | 359 ₹9,693 |
| 6.00 | 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 (Plant Mix method) Km 0/0-0/300 | 168.75 | Cum | 1,826 ₹3,08,137.5 Lowest | 1,845 ₹3,11,343.75 |
| 7.00 | 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 0/0-1/0 | 565.56 | Cum | 2,107 ₹11,91,634.92 Lowest | 2,125 ₹12,01,815 |
| 8.00 | Km 1/0-1/100 | 56.25 | Cum | 2,107 ₹1,18,518.75 Lowest | 2,125 ₹1,19,531.25 |
| 9.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-1/0 | 3,770.37 | Sqm | 84 ₹3,16,711.08 Lowest | 90 ₹3,39,333.3 |
| 10.00 | Km 1/0-1/100 | 375 | Sqm | 84 ₹31,500 Lowest | 90 ₹33,750 |
Tender Value
₹52.2 L
EMD Value
₹53,000
Closing Date
25 Jun 2025, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
strengthening the Road from Valasiramani to Kanjampatti Road H/O Valasiramani,T.Pet Block,Tiruchirappalli District under NABARD XXXI 2025-26,Pkg22
2025_RDTN_567880_22
DIPR/2866/Tender/2025 dt 06.06.2025
Open Tender
Civil Works - Roads
Item Wise
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹53,000
DRDA Tiruchirappalli
28 Jul 2026
14 Jun 2025
25 Jun 2025
14 Jun 2025
25 Jun 2025
14 Jun 2025
17 Jun 2025
Amount
Strengthening the Road from Valasiramani to Kanjampatti Road H/O Valasiramani Km 0/0- 1/100 .Clearing the light jungle including al labour charges for cutting, burring, buried etc. complete. Km 0/0-1/100
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
Picking the existing mettaled surface and sectioning including all labour charges etc, complete. Km 0/0-1/100
Collection and supply and laying of U.S.gravel including cost and conveyance of all materials and all labour charges etc. complete.Km 0/0-1/0
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 (Plant Mix method) Km 0/0-0/300
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 0/0-1/0
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-1/0
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete
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 0/0-1/0
Provision for HM Stone
Provision for KM Stone
Provision for Equilateral triangle cautionary signboard 90cm
Provision for 60 cm Circle(MANDATORY SIGN)
Towards the charges for routline maintenance of the road work executed under NABARD XXXI including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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)
MURUGESAN SANGAPILLAI (BID ID -1380045)
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