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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹8.6 LAccepted-AOC | ₹8.6 L | H2 | Accepted-AOC Accepted |
| 2 | H1₹9.1 LRejected-Finance 26 10B KRISHNAPURAM KADAIYANALLUR TENKASI TALUK TENKASI 627 759 | TENKASI | TAMIL NADU | 627759 | ₹9.1 L | H1 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | K Rajamohammed H1 | NAVASKHAN H2 |
|---|---|---|---|---|---|
| 1.00 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. | 84.38 | Cum | 135 ₹11,391.30 | 126.95 ₹10,712.04 |
| 2.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 84.38 | Cum | 115 ₹9,703.70 | 103.45 ₹8,729.11 |
| 3.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 84.38 | Cum | 1,720 ₹1.5 L | 1,616.35 ₹1.4 L |
| 4.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 84.38 | Cum | 2,230 ₹1.9 L | 2,115.55 ₹1.8 L |
| 5.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications | 562.5 | Sqm | 85 ₹47,812.50 | 81.15 ₹45,646.88 |
| 6.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications | 562.5 | Sqm | 21 ₹11,812.50 | 17.95 ₹10,096.88 |
| 7.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30/ VG40 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 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 28.13 | Cum | 10,800 ₹3.0 L | 10,308 ₹2.9 L |
| 8.00 | Providing and laying Bituminous concrete to 40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. | 16.88 | Cum | 11,300 ₹1.9 L | 10,713 ₹1.8 L |
Tender Value
₹10.5 L
EMD Value
₹10,500
Closing Date
24 Oct 2025, 3:00 pmClosed
Sattur Municipality
Sattur Municipality
Providing BT Surface in 128004R075 Original Well SouthWest 2nd Street,128004S010KCAD Petrol Bulk North Street at sattur municipalit
2025_MAWS_614752_1
3469/2025/M1
Open Tender
Civil Works
Sattur Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,500
13 Feb 2026
16 Oct 2025
24 Oct 2025
16 Oct 2025
24 Oct 2025
16 Oct 2025
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