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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical MEENATCHIPURAM NATHAM | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹5.0 L
EMD Value
₹5,000
Closing Date
25 Sept 2026, 3:00 pmClosed
The Block Development Officer
The Block Development Officer Shanarpatty Union Office
Strengthening the road from Viralipatty to Pannapatty (via) Sattakaranpatty Bommayagoundanpatty in km. 6/000 - 6/080 in Shanarpatty Block Dindigul
2026_RDTN_702830_1
1690/2025/A2
Open Tender
Civil Works - Roads
Item Rate
Shanarpatty Panchayat Union Office
Strengthening the road from Viralipatty to Pannapatty (via) Sattakaranpatty Bommayagoundanpatty in km. 6/000 - 6/080 in Shanarpatty Block Dindigul
3 documents required · 3 mandatory
₹0
₹5,000
Yes
25 Sept 2026
9 Sept 2026
25 Sept 2026
9 Sept 2026
25 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Name of work : Strengthening the road from Viralipatty to Pannapatty (via) Sattakaranpatty & Bommayagoundanpatty in km. 6/000 - 6/080 In Shanarpatty Block -Estimate Rs.4.96 Lakhs | - | - | - | - |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 3.7500mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 57.6 | M2 | - | - |
| 3 | Earth work excavation from borrow pits for filling in all classes of soils, such as gravelly soil hard red earth shales, murrams gravel stoney earth and earth mixed with 50% lair sized boulders and hard gravel soil exept sand and hard rock requiring blasting as per SS 20A | 28.8 | M3 | - | - |
| 4 | Providing and Laying Gravel to a compacted thick including cost & 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 | 14.4 | M3 | - | - |
| 5 | Picking the existing old metal for the B.T. surface and sectioning the undulations and all compacting charges etc., complete | 100 | M2 | - | - |
| 6 | 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. | 30 | M3 | - | - |
| 7 | 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. | 300 | M3 | - | - |
| 8 | Applying TACK COAT over Primed WBM/WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 300 | M2 | - | - |
| 9 | Providing and laying Bituminous Macadum 50mm thick using IRC size machine broken HBG metal 0.20 cum of 26.5 - 13.2mm , 0.43 cum 13.2 - 2.36mm and 0.08 cum of 2.36mm& bvelow metal with 36kg of of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | 15 | M3 | - | - |
| 10 | 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 | 7.5 | M3 | - | - |
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