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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Below 0.01₹60.8 LAccepted-AOC NOT AVAILABLE | NA | NA | 121004 | ₹60.8 L | Below 0.01 | Accepted-AOC Accept |
| 2 | Above 4.86₹63.7 LRejected-Finance | ₹63.7 L | Above 4.86 | Rejected-Finance REJECT |
| Sl No | Description | Qty | Unit | Ramamoorthy D L1 | E Karunanithi L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401 | 399 | M3 | 1,545 ₹6,16,455 Lowest | 1,800 ₹7,18,200 |
| 2.00 | Supply delivery and filling US Gravel in layer of not more than 15 cm thick including watering with all layers and consolidation by Power roller complying with standard specification including cost and conveyance of gravel at site and all labour charges and all other incidental changes etc., complete as per standard specification as per MORTH 301 & 305 | 77 | M3 | 329.9 ₹25,402.3 Lowest | 569 ₹43,813 |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin 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 | 598 | M3 | 1,830.9 ₹10,94,878.2 Lowest | 2,000 ₹11,96,000 |
| 4.00 | Providing and laying Prime Coat over WMM surface using 7 Kg of Bitumen Emulsion (SS1) per 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., complete as per Clause 502 of MORTH Rev-5 | 3,984 | M2 | 73.49 ₹2,92,784.16 Lowest | 73.49 ₹2,92,784.16 Lowest |
| 5.00 | Providing and laying Tack Coat over WMM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 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., complete as per Clause 503 of MORTH Rev-5 | 3,984 | M2 | 15.1 ₹60,158.4 Lowest | 15.1 ₹60,158.4 Lowest |
| 6.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 the min 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 20-30t 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 | 200 | M3 | 9,627.92 ₹19,25,584 Lowest | 10,000 ₹20,00,000 |
| 7.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30( 60/70) 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 on capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm 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 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver 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 clause 507 of MORTH Rev-5 | 120 | M3 | 10,209.06 ₹12,25,087.2 Lowest | 10,209.06 ₹12,25,087.2 Lowest |
| 8.00 | Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 140 | M3 | 159.38 ₹22,313.2 Lowest | 159.38 ₹22,313.2 Lowest |
| 9.00 | Plain cement concrete Using 1:4:8 mix ( One cement , four sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 35 | M3 | 4,578.08 ₹1,60,232.8 Lowest | 4,578.08 ₹1,60,232.8 Lowest |
| 10.10 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. for Drain wall centering and Culvert Slab Centering complete complying with standard specification. TNDSS NO: 30&86
A) Upto 1 M height | 420 | M2 | 274.26 ₹1,15,189.2 Lowest | 274.26 ₹1,15,189.2 Lowest |
Tender Value
Refer Docs
EMD Value
₹74,360
Closing Date
17 Apr 2023, 3:00 pmClosed
Executive Officer
Sendamangalam Town Panchayat
Construction of B.T.Road with Storm Water drain for the cross streets Ward No.2 Gandhipuram North Bit I Ward No.3 Annanagar North Colony,Ward no. Pari Nagar,Ward No.18Roja Nagar in Sendamangalam Town Panchayat in Namakkal District
2023_DTP_299359_1
121/2023
Open Tender
Civil Works
Works
180 days
Sendamangalam Town Panchayat
As Per Tender Notice
3 documents required · 3 mandatory
₹17,700
Yes
Executive Officer, Sendamangalam Town Panchayat
₹74,360
Yes
Sendamangalam Town Panchayat
14 Jul 2026
5 Apr 2023
18 Apr 2023
5 Apr 2023
17 Apr 2023
5 Apr 2023
5 Apr 2023 - 17 Apr 2023
6 Apr 2023
Amount
Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401
Supply delivery and filling US Gravel in layer of not more than 15 cm thick including watering with all layers and consolidation by Power roller complying with standard specification including cost and conveyance of gravel at site and all labour charges and all other incidental changes etc., complete as per standard specification as per MORTH 301 & 305
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin 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
Providing and laying Prime Coat over WMM surface using 7 Kg of Bitumen Emulsion (SS1) per 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., complete as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WMM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 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., complete as per Clause 503 of MORTH Rev-5
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 the min 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 20-30t 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
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30( 60/70) 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 on capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm 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 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver 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 clause 507 of MORTH Rev-5
Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
Plain cement concrete Using 1:4:8 mix ( One cement , four sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. for Drain wall centering and Culvert Slab Centering complete complying with standard specification. TNDSS NO: 30&86 A) Upto 1 M height
Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. for Drain wall centering and Culvert Slab Centering complete complying with standard specification. TNDSS NO: 30&86 A) Culvert Slab
Plain Cement Concrete 1:2:4 Mix (One part cement, two part sand and four part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc, Complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII Standard Specifications as directed by Engineer incharge.
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.
Supplying fabricating and placing in position of steel rods using M.S. Steel for Truss including cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications.
Finishing the top of flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.,
Providing and laying of hot applied thermoplastic compound f2.5mm thick including refllectorising glass beads @ 250grms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the Finished surface to be level, uniform and free from steaks and holes etc., complete as per MORT & H Specification NO.803
E Karunanithi
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