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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC 6 373 MADURAI ROAD CHEKANURANI 625 514 | MADURAI | TAMIL NADU | 625514 | ₹1.7 Cr | L1 | Accepted-AOC L1 CONTRACTOR |
| 2 | L2₹1.8 Cr+₹3.2 L (1.83%)Rejected-Finance 6 371 ANNA NAGAR SUBBAIAH STREET SEKKANURANI KOKULAM 625 002 | MADURAI | TAMIL NADU | 625002 | ₹1.8 Cr+₹3.2 L (1.83%) | L2 | Rejected-Finance L2 CONTRACTOR |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
3 May 2023, 3:00 pmClosed
ADDITIONAL COLLECTOR (D) MADURAI
0/0 ADDITIONAL COLLECTOR (D) DRDA MADURAI
Maduraii District Thirupparankundram Block Under MGSMT 2022-2023 strengthening of 2 nos of Roads Package No TN MDU-TPK-02
2023_RDTN_307377_1
735/2023/D6/TPK02R
Open Tender
Civil Works
Item Rate
THIRUPPARANKUNDRAM
Refer Tender document
4 documents required · 4 mandatory
₹0
₹1.7 L
Yes
25 Jun 2023
27 Apr 2023
3 May 2023
27 Apr 2023
3 May 2023
29 Apr 2023
Amount
1, Strengthening and Black Topping of Kilaneri Village Road KM 0/0-1/8 ( R- 46 ) PUR
Clearing the scrub jungle with uprooting and including all cuttings depositing of the products, removing from the site disposal by burying etc., complete including all incidental charges as directed by the departmental officers (SSR 301, 302, MOST 201) Km 0/0 -1/750
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m KM 0/0- 1/750
Earth work excavating and deposting on bank with borrow bits in hard stiff clay,stiff black cotton,hard red earth,shales,murrum,gravel stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layer of 250mm loose thick each, sectioning,watering and compacting etc, complete as per MOST 301-305 Km Km 0/0- 1/750
Providing and Laying Gravel to 100mm 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 watering and compacting by Power roller to achieve the required proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., completeSide berms KM 0/0-1/0
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.
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.
Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
BITUMINOUS MACADAM 50 MM Thick including cost and conveyance of all materials to site and all labour charges for mixing ,laying etc complete Using Plastic Wastage @ 8 %
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
Construction of 1 row 900mm dia Pipe Culvert @ 1010.00m
Earth work excavation for Foundation in all clauses of soil, such as gravelly soil, hard stiff clay stiff black cotton soil, hard red earth and earth mixed with 50% of fair sized boulders and hard gravelly soil except sand, silt or other loose soils sandy loam and ordinary soil, hard rock requiring blasting etc.,
Sand fiiling foundation and basement From Approved Quarry including cost and conveyance of all materials at site and labour charges including curing etc., completed
Plain CC 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed
Cement conrete 1:2:4 mix to using 20mm HBG metal including cost and conveyance of materials to site and Labour charges for ramping and watering and compacting Etc complete
Supplying and centering shuttering including necessary support for plane surface for RCC column, footing , raft slabs, grade beams ,bed blocks using steel sheets of size 90cmx60cm and 10 gauge stiffened welded with mild steel angles of size 25mmx25mmx3mm for h laid over silver oak(country wood) first size 10cmx6.5cm spaced at about 90cm centre to centre supported by casurinas props of 10cm to 13 cm dia. Spaced at 75cm center complete complying with standard specification as directed by departmental officers (Below G.L)
Plain CC 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed
Cost and Supply of 900 mm RCC NP class 3 Pipe including cost conveyance Etc complete
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
Labour charges for fixing of RCC Humed NP3 class pipe
Suppy and fixing of KILOMETRE (three faces two lines dressed) of size 0.90 x 0.10 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete
Suppy and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.90 x 0.10 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete
Provision for Equilateral Triangle Cautionary Signboard Charges from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Road Marker / Road Stud With Lens Reflector
Provision for Provision for Name board & Citizen Charges from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete
2, Strengthening and Black Topping of Pudukulam Village Road KM 0/0-1/5 ( R- 77 ) VPR
Clearing the scrub jungle with uprooting and including all cuttings depositing of the products, removing from the site disposal by burying etc., complete including all incidental charges as directed by the departmental officers (SSR 301, 302, MOST 201) Km 0/0 -1/50
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m KM 0/0- 1/50
Earth work excavating and deposting on bank with borrow bits in hard stiff clay,stiff black cotton,hard red earth,shales,murrum,gravel stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layer of 250mm loose thick each, sectioning,watering and compacting etc, complete as per MOST 301-305 Km Km 0/0- 1/50
Providing and Laying Gravel to 100mm 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 watering and compacting by Power roller to achieve the required proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., completeSide berms KM 0/0-1/0
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.
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.
Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
BITUMINOUS MACADAM 50 MM Thick including cost and conveyance of all materials to site and all labour charges for mixing ,laying etc complete Using Plastic Wastage @ 8 %
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
Construction of 1 row 900mm dia Pipe Culvert @ 510.00m
Earth work excavation for Foundation in all clauses of soil, such as gravelly soil, hard stiff clay stiff black cotton soil, hard red earth and earth mixed with 50% of fair sized boulders and hard gravelly soil except sand, silt or other loose soils sandy loam and ordinary soil, hard rock requiring blasting etc.,
Sand fiiling foundation and basement From Approved Quarry including cost and conveyance of all materials at site and labour charges including curing etc., completed
Plain CC 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed
Cement conrete 1:2:4 mix to using 20mm HBG metal including cost and conveyance of materials to site and Labour charges for ramping and watering and compacting Etc complete
Supplying and centering shuttering including necessary support for plane surface for RCC column, footing , raft slabs, grade beams ,bed blocks using steel sheets of size 90cmx60cm and 10 gauge stiffened welded with mild steel angles of size 25mmx25mmx3mm for h laid over silver oak(country wood) first size 10cmx6.5cm spaced at about 90cm centre to centre supported by casurinas props of 10cm to 13 cm dia. Spaced at 75cm center complete complying with standard specification as directed by departmental officers (Below G.L)
Plain CC 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed
Cost and Supply of 900 mm RCC NP class 3 Pipe including cost conveyance Etc complete
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
Labour charges for fixing of RCC Humed NP3 class pipe
Suppy and fixing of KILOMETRE (three faces two lines dressed) of size 0.90 x 0.10 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete
Suppy and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.90 x 0.10 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete
Provision for Equilateral Triangle Cautionary Signboard Charges from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Road Marker / Road Stud With Lens Reflector
Provision for Provision for Name board & Citizen Charges from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete
1, Strengthening and Black Topping of Kilaneri Village Road KM 0/0-1/8 ( R- 46 ) PUR
Towards the charges for routine maintenance of the road work executed under Bharat Nirman including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM & HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and as directed by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost.
For the second six months from the date of completion of work
For the second year from the date of completion of work
For the third year from the date of completion of work
For the fourth year from the date of completion of work
For the fifth year from the date of completion of work
2, Strengthening and Black Topping of Pudukulam Village Road KM 0/0-1/5 ( R- 77 ) VPR
Towards the charges for routine maintenance of the road work executed under Bharat Nirman including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM & HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and as directed by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost.
For the second six months from the date of completion of work
For the second year from the date of completion of work
For the third year from the date of completion of work
For the fourth year from the date of completion of work
For the fifth year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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