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Tender Value
₹22 L
EMD Value
₹22,000
Closing Date
30 Jul 2026, 3:00 pmClosed
The Commissioner, Nagapattinam Municipality.
The Commissioner, Nagapattinam Municipality.
New Formation of BT Road at Layout for T.S.No.428/2A,3,4,5,6 Ward - 4,Block - 13 in Nagapattinam.
2026_MAWS_686848_3
0070/2026/E1
Open Tender
Civil Works - Roads
Item Rate
60 days
Nagapattinam Municipality
Qualification
2 documents required · 2 mandatory
₹0
₹22,000
Yes
18 Jul 2026
18 Jul 2026
30 Jul 2026
18 Jul 2026
30 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 267 | M3 | 10 | ₹2,670 |
| 2 | 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 | 133.25 | M3 | 10 | ₹1,332.5 |
| 3 | Providing and laying, sperding and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed materials by tipper to site laying in uniform layers with pavers in sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 134 | M3 | 10 | ₹1,340 |
| 4 | Providing and laying Prime coat over WBM / WMM surface using 7kg of Emulsion Bitumen per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5 | 888 | M2 | 10 | ₹8,880 |
| 5 | Providing and laying Tack coat over WMM/WBM surface using 2.5 kg of Emulsion Bitumen per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5 | 888 | M2 | 10 | ₹8,880 |
| 6 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20 kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materilas to CMP site , heating the bitumen and agregates to the required temperature and mixing them in required temparature 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 sectons and compacted ty 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 CMP with bitumen boiler tipper trucks , Paver finisher , Vibratory / pneumatic rollers and all other tools and plant required , including fuel and all other tools and plant required , including fuel and other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5. | 44.75 | M3 | 10 | ₹447.5 |
| 7 | Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 45.27 kgs of VG30 bitumen and 5.03kg of plastic waste 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 ty 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 tonne vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks , Pavar finisher , Vibratory / Pneumatic roller and all other tools and plant required , including fuel and all other incidental charges etc., complete as per specification using CMP as per | 27.45 | M3 | 10 | ₹274.5 |
| 8 | Providing and laying of hot applied thermo plastic compound 2.50mm thick including all cost and conveyance of all materials and all labour charges complete as per Standard Specification. | 37.6 | M2 | - | - |
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