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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | PUDUKKOTTAI | TAMIL NADU | 621308 | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹3,802.23 (0.04%)Admitted-Finance 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | TIRUCHIRAPPALLI | TAMIL NADU | 621308 | ₹1.1 Cr+₹3,802.23 (0.04%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical N A | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 4 190 RAMANATHAPURAM MAIN ROAD C K MANGALAM THIRUVADANAI TK RAMANATHAPURAM 623402 | RAMANATHAPURAM | TAMIL NADU | 623402 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | kannan L2 | S S & CO L1 |
|---|---|---|---|---|---|
| 1.00 | Providing and laying, spreading 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 material 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 | 1,131 | Cum | 2,797 ₹31,63,407 | 2,796.35 ₹31,62,671.85 Lowest |
| 2.00 | Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) per 10 sqm 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 | 7,538 | Sqm | 75 ₹5,65,350 | 74.85 ₹5,64,219.3 Lowest |
| 3.00 | Providing and laying Tack coat over WMM surface (Preaped with primer) using 2.50Kg of Bitumen Emulsion (RS1)for 10 Sq.m for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinary, fule and all other incidental chrages etc., complete as for clause 503 of MORTH Rev-5. | 7,538 | Sqm | 17 ₹1,28,146 | 16.8 ₹1,26,638.4 Lowest |
| 4.00 | Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG30 bitumen premixing 10 sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tons capacity,conveying the mix by tipper trucks to work site,spreading the mix uniform thickness of 50mm with paver to the specified grade and cross sections and compaction by vibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel charges for 20-30T CMP with bitumen Boiler,tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505 MORTH Rev-5 | 377 | Cum | 10,535 ₹39,71,695 | 10,534.45 ₹39,71,487.65 Lowest |
| 5.00 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 50.30 kgs of VG 30 /VG 40 bitumen for premixing for 10 sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver 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 fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5. | 227 | Cum | 11,348 ₹25,75,996 | 11,347.65 ₹25,75,916.55 Lowest |
| 6.00Road marking with Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface :Providing and laying of hot applied Thermoplastic compound 2.5 mm Thick including Reflectorising glass beads @250 gmsper sqmarea thickness of 2.5mm is Exclusive of surface applied glass bends as per IRC:35.The finished surface to be level,uniform an free from streaks and holes etc.complete as per MORT & Specification NO:803 | |||||
| 6.01 | Towards the charges for routine maintenance of the road work executed under NABARD SCHEME including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost. | 93 | Sqm | 890 ₹82,770 Lowest | 890 ₹82,770 Lowest |
| 7.00Clearing and Grubbing by Light Jungle removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness as rubbish including all other incidental charges etc., complete as per MORTH Specification 111, 112, 201. | |||||
| 7.01 | Upkeeping 1st year (50%) | 1,206 | Sqm | 5.85 ₹7,055.1 Lowest | 5.85 ₹7,055.1 Lowest |
| 7.02 | Upkeeping 2nd year (60%) | 1,447.2 | Sqm | 5.85 ₹8,466.12 Lowest | 5.85 ₹8,466.12 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
12 Dec 2023, 3:00 pmClosed
Executive Officer
R.S.MANGALAM Town Panchayat.
Strengthening of BT Road at Ward No 6 D.D.Main Road North 9th, 10th, 11th, 12th, 13th cross street and Ward No 14 D.D. Main Road South 1st and 2nd cross street R.S.MANGALAM Town Panchayat.
2023_DTP_394132_1
R S mangalam Nabard BT Road
Open Tender
Civil Works - Buildings
Works
120 days
R.S.MANGALAM Town Panchayat.
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.3 L
Yes
30 Dec 2023
29 Nov 2023
12 Dec 2023
29 Nov 2023
12 Dec 2023
29 Nov 2023
Amount
Providing and laying, spreading 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 material 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
Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) per 10 sqm 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 (Preaped with primer) using 2.50Kg of Bitumen Emulsion (RS1)for 10 Sq.m for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinary, fule and all other incidental chrages etc., complete as for clause 503 of MORTH Rev-5.
Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG30 bitumen premixing 10 sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tons capacity,conveying the mix by tipper trucks to work site,spreading the mix uniform thickness of 50mm with paver to the specified grade and cross sections and compaction by vibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel charges for 20-30T CMP with bitumen Boiler,tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505 MORTH Rev-5
Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 50.30 kgs of VG 30 /VG 40 bitumen for premixing for 10 sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver 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 fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5.
Road marking with Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface :Providing and laying of hot applied Thermoplastic compound 2.5 mm Thick including Reflectorising glass beads @250 gmsper sqmarea thickness of 2.5mm is Exclusive of surface applied glass bends as per IRC:35.The finished surface to be level,uniform an free from streaks and holes etc.complete as per MORT & Specification NO:803
Towards the charges for routine maintenance of the road work executed under NABARD SCHEME including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost.
Clearing and Grubbing by Light Jungle removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness as rubbish including all other incidental charges etc., complete as per MORTH Specification 111, 112, 201.
Upkeeping 1st year (50%)
Upkeeping 2nd year (60%)
Upkeeping 3rd year (60%)
Upkeeping 4th year (60%)
Upkeeping 5th year (60%)
Earth Work excavating and deposting on bank with 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 SS20A for making up the berms. as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision [Twice in a year]
Upkeeping for 1st year (40%)
Upkeeping for 2nd year (40%)
Upkeeping for 3rd year (40%)
Upkeeping for 4th year (40%)
Upkeeping for 5th year (40%)
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503
4 th year 3%
5 th year 5%
Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumen cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 paver site, spreading the mix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
4 th year 3%
5 th year 5%
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