Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹11.6 LAccepted-AOC | ₹11.6 L | L2 | Accepted-AOC low quoted |
| 2 | Rejected-Technical | - | - | Rejected-Technical low quote bidder was accepted |
| 3 | Rejected-Technical | - | - | Rejected-Technical low quote bidder was accepted |
| 4 | Rejected-Technical | - | - | Rejected-Technical low quote bidder was accepted |
| 5 | Rejected-Technical | - | - | Rejected-Technical low quote bidder was accepted |
| Sl No | Description | Qty | Unit | A CHELLADURAI L1 | Vijayrams.M.P L5 | oorukavalachakaravarthy L2 | M PURUSOTHAMAN L6 | selva L4 | M MURUGAN L7 | A SAMAYADURAI L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00STRENGTHENING OF THE ROAD FROM R.S. MANGALAM - VANDAL ROAD (VIA) MADAKOTTAI ROAD | ||||||||||
| 2.00 | Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 2,184 | m2 | 200 ₹8,728 | 200 ₹8,728 | 226.85 ₹9,899.73 | 200 ₹8,728 | 234.51 ₹10,234.02 | 247 ₹10,779.08 | 231.54 ₹10,104.41 |
| 3.00 | 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 | 756 | m3 | 4,100 ₹44,075 | 2,500 ₹26,875 | 1,799.51 ₹19,344.73 | 2,200 ₹23,650 | 2,011.97 ₹21,628.68 | 1,956 ₹21,027 | 1,836.71 ₹19,744.63 |
| 4.00 | Existing BT surface picking including cost and conveyance of all Laboue Charges to site etc., complete. | 1,750 | m2 | 4,100 ₹44,075 | 5,800 ₹62,350 | 5,014.4 ₹53,904.80 | 6,000 ₹64,500 | 6,650.59 ₹71,493.84 | 5,452 ₹58,609 | 5,203.75 ₹55,940.31 |
| 5.00Providing 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. | ||||||||||
| 6.00 | km 0/0-1/0 | 67.5 | m3 | - | - | - | - | - | - | - |
| 7.00 | Km 0/0 - 1/400 | 27 | m3 | 430 ₹83,235.10 | 600 ₹1.2 L | 470.85 ₹91,142.43 | 650 ₹1.3 L | 512.51 ₹99,206.56 | 512 ₹99,107.84 | 480.58 ₹93,025.87 |
| 8.00Providing 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 | ||||||||||
| 9.00 | km 0/0-1/0 | 468.75 | m3 | - | - | - | - | - | - | - |
| 10.00 | Km 0/0 - 1/400 | 187.5 | m3 | 7,900 ₹2.0 L | 9,500 ₹2.4 L | 7,545.85 ₹1.9 L | 9,000 ₹2.3 L | 8,722.25 ₹2.2 L | 8,460 ₹2.2 L | 8,621.42 ₹2.2 L |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
26 Feb 2026, 3:00 pmClosed
Block Devepment officer B.P
Panchayat Union Office (B.P) Thiruppuvanam
CONSTRUCTION OF PATIENT WAITING HALL AT POOVANTHI PHC AT POOVANTHI VILLAGE AND PANCHAYAT
2026_RDTN_656483_1
TPM_FBDP_2025-26_WAITING_HALL
Open Tender
Civil Works
180 days
Thiruppuvanam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹20,000
12 Mar 2026
13 Feb 2026
26 Feb 2026
13 Feb 2026
26 Feb 2026
13 Feb 2026
STRENGTHENING OF THE ROAD FROM R.S. MANGALAM - VANDAL ROAD (VIA) MADAKOTTAI ROAD
Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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
Existing BT surface picking including cost and conveyance of all Laboue Charges to site etc., complete.
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.
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 other incidental charges etc.,
Bituminous Macadam 50 MM thick using plastic Waste
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
Provision for KM and HM stones
Kilo metre stone
Hecta metre stone
Provision for Name Board
Provision for Cautionary Sign Boards
Provision for Mandatory Sign Boards
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)
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_787254.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.03 MB
TENDERDOCUMENT.pdf
Tender Documents • 1.01 MB
BOQ_787254.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid