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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.0 LRejected-Finance | ₹76.0 L | L1 | Rejected-Finance The L1 Quoted by more than 20 Percentage the quality of work will be very Substantial hence tender cancelled and Re tender to be called |
| 2 | L2₹95.5 L+₹19.5 L (25.7%)Rejected-Finance | ₹95.5 L+₹19.5 L (25.7%) | L2 | Rejected-Finance The L1 Quoted by more than 20 Percentage the quality of work will be very Substantial hence tender cancelled and Re tender to be called |
| 3 | L3₹99.1 L+₹23.2 L (30.5%)Rejected-Finance | ₹99.1 L+₹23.2 L (30.5%) | L3 | Rejected-Finance The L1 Quoted by more than 20 Percentage the quality of work will be very Substantial hence tender cancelled and Re tender to be called |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Contractor Registration Certificate Not submitted,hence not Admitted |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Contractor Registration certificate not Submitted Hence Not Admitted |
| Sl No | Description | Qty | Unit | A MANIMUTHU L3 | S MUTHURAKKU L1 | SUBRAMANIAN PANDI L2 |
|---|---|---|---|---|---|---|
| 1.00STRENGTHENING OF THE ROAD FROM SRILANGAN REFUSEGE CAMP ROAD KM 0/0 -1/450 | ||||||
| 2.00collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. | ||||||
| 3.00 | KM 0/0- 1/450 | 522 | M3 | 150 ₹78,300 | 110 ₹57,420 Lowest | 147 ₹76,734 |
| 4.00Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. | ||||||
| 5.00 | KM 0/0- 1/000 | 90 | M3 | 900 ₹81,000 | 705 ₹63,450 Lowest | 877 ₹78,930 |
| 6.00 | KM 1/0- 1/450 | 40.5 | M3 | 900 ₹36,450 | 705 ₹28,552.5 Lowest | 877 ₹35,518.5 |
| 7.00Construction 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) . | ||||||
| 8.00 | KM 0/850- 1/450 | 975 | M3 | 2,700 ₹26,32,500 | 2,111 ₹20,58,225 Lowest | 2,631 ₹25,65,225 |
| 9.00Providing 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 2 | ||||||
| 10.00 | KM 0/850- 1/450 | 817.22 | M2 | 3,500 ₹28,60,270 | 2,735 ₹22,35,096.7 Lowest | 3,365 ₹27,49,945.3 |
Tender Value
₹96.6 L
EMD Value
₹96,580
Closing Date
28 Oct 2025, 3:00 pmClosed
The Block Development Officer (B.PT)
The Block Development Officer (B.PT),PANCHAYAT UNION MANAMADURAI
STRENGTHENING OF THE ROAD FROM SRILANGAN REFUGE CAMP ROAD
2025_RDTN_615125_1
2025-26-MNM-STRENGTHENING OF THE ROAD FROM SRILANGAN REFUSEGE CAMP ROAD AT MANGULAM PANCHAYAT
Open Tender
Civil Works
Item Rate
180 days
PANCHAYAT UNION MANAMADURAI
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹96,580
Yes
30 Oct 2025
17 Oct 2025
28 Oct 2025
17 Oct 2025
28 Oct 2025
17 Oct 2025
Amount
STRENGTHENING OF THE ROAD FROM SRILANGAN REFUSEGE CAMP ROAD KM 0/0 -1/450
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
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) .
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 2
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per 10.00 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
Providing and laying Bituminious concrete to 30mm 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
Kilo metre stone
Hecta metre stone
Road Marking with Hot applied Thermoplastic compound with Reflectorising glass beads on Bituminous surface
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)
SUBRAMANIAN PANDI (BID ID -1495929)
A MANIMUTHU (BID ID -1495941)
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