Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Dec 2024
Closing Date10 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,58,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_514631_1Bid Award Id
ViewTender No
A4/413/2024(6) dated 20.12.2024Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Providing and Laying Carted earth to compacted thickness 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 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, complete.
297.18
-
-
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Scarifying the Existing Bituminous road surface to a depth of 100mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
1971
-
-
... More
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
-
-
-
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KM 0/0-1/0
70.97
-
-
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KM 1/0-2/0
90
-
-
... More
KM 2/0-2/25
24.75
-
-
... More
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.
-
-
-
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KM 0/0-1/0
331.27
-
-
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KM 1/0-2/0
420
-
-
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KM 2/0-2/25
115.5
-
-
... More
Providing and applying Prime Coat with bitumenemulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spray in primer at the rate of 0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502. (i) Low Porosity
-
-
-
... More
KM 0/0-1/0
2366.25
-
-
... More
KM 1/0-2/0
3000
-
-
... More
KM 2/0-2/25
825
-
-
... More
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
-
-
-
... More
KM 0/0-1/0
2366.25
-
-
... More
KM 1/0-2/0
3000
-
-
... More
KM 2/0-2/25
825
-
-
... More
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
-
-
-
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KM 0/0-1/0
59.15
-
-
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KM 1/0-2/0
75
-
-
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KM 2/0-2/25
20.63
-
-
... More
Hard Bed
-
-
-
... More
Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20B
-
-
-
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KM 0/0-1/0
8.1
-
-
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KM 1/0-2/0
18
-
-
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KM 2/0-2/25
2.7
-
-
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Cement concrete 1:4:8 mix using 40mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer
-
-
-
... More
KM 0/0-1/0
2.7
-
-
... More
KM 1/0-2/0
6
-
-
... More
KM 2/0-2/25
0.9
-
-
... More
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
-
-
-
... More
KM 0/0-1/0
81
-
-
... More
KM 1/0-2/0
180
-
-
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KM 2/0-2/25
21
-
-
... More
Cement Concrete 1:3:6 one cement, three Crusser Stone sand and six hard broken stone) using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980
-
-
-
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KM 0/0-1/0
6.21
-
-
... More
KM 1/0-2/0
13.8
-
-
... More
KM 2/0-2/25
2.07
-
-
... More
Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A
-
-
-
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KM 0/0-1/0
7.01
-
-
... More
KM 1/0-2/0
15.6
-
-
... More
KM 2/0-2/25
2.33
-
-
... More
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
-
-
-
... More
KM 0/0-1/0
7.01
-
-
... More
KM 1/0-2/0
15.6
-
-
... More
KM 2/0-2/25
2.33
-
-
... More
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.
-
-
-
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KM 0/0-1/0
38.43
-
-
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KM 1/0-2/0
85.4
-
-
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KM 2/0-2/25
12.81
-
-
... More
Construction of Un reinforced dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per clasuse 1501.2.2 M30 (grade) coarse and fine aggregate conforming to IS : 383 maximum size of course aggregate not exceeding 25mm mixed in a concrete mixure of not less than 0.20 cum capacity and appropriate weight bacher using approved mix design laid in approved fixed side form work n(steel channel), Laying, and fixing of 125 micron thick polythine film, wedges, steel plates, including levelling the form work as per drawing), spreding the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joint, applying debonding strips, primer, sealant, ndowl bars, near approches, to bridge/culvert and construction joint, admixtures as approved, curing of concrete slab for 14 days, using curing compound (where specified)nand water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
-
-
-
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KM 0/0-1/0
60.75
-
-
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KM 1/0-2/0
135
-
-
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KM 2/0-2/25
20.25
-
-
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Provision for KM Stone
2
-
-
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Provision for HM stone
9
-
-
... More
Provision of 15nos Rumble Strips Coverd with Premix bituuminous carpet 15.20mm high at Centrre 250mm wide placed at 1 cm centre at approved at location to controll speed marked with white strips of road marking paint.
-
-
-
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KM 0/0-1/0
0.94
-
-
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KM 1/0-2/0
0.94
-
-
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Fabrication and Supply of Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete
1
-
-
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60 cm Equatriry Sign board
8
-
-
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90cm Equatriry Sign board
3
-
-
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Road Marking with hot applied Thermoplastic compound with Reflectorising Glass bends on bitumens surface
330.2
-
-
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Road Marking / Road Stud with Lens Reflector
28
-
-
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Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRCSP- 20:2002 and as directed by the epartmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
-
-
-
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For the First Year from the date of completion of work
2.25
-
-
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For the second Year from the date of completion of work
2.25
-
-
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For the Third Year from the date of completion of work
2.25
-
-
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For the Fourth Year from the date of completion of work
2.25
-
-
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For the Fifth Year from the date of completion of work
2.25
-
-
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Strengthening and 5 year maintenance of Puliyoorsalai (Elanthurichi) keezhanoorkuzhi Road Km 0/0-1/67 in Puliyoorchalai Village Panchayat, Melpuram Panchayat Union. R-47 (PUR)
-
-
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
1202.4
-
-
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Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A
66.96
-
-
... More
Providing and Laying Gravel Soling to compacted thickness 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 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, complete.
66.96
-
-
... More
Scarifying the Existing Bituminous road surface to a depth of 100mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
1307.5
-
-
... More
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.
-
-
-
... More
KM 0/0-1/0
302.81
-
-
... More
KM 1/0-1/67
304.69
-
-
... More
Providing and applying Prime Coat with bitumenemulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spray in primer at the rate of 0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502. (i) Low Porosity
-
-
-
... More
KM 0/0-1/0
2422.5
-
-
... More
KM 1/0-1/67
2437.5
-
-
... More
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
-
-
-
... More
KM 0/0-1/0
2422.5
-
-
... More
KM 1/0-1/67
2437.5
-
-
... More
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
-
-
-
... More
KM 0/0-1/0
72.67
-
-
... More
KM 1/0-1/67
73.13
-
-
... More
Hard Bed
-
-
-
... More
Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20B
12
-
-
... More
Cement concrete 1:4:8 mix using 40mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer
4.6
-
-
... More
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
20
-
-
... More
Cement Concrete 1:3:6 one cement, three Crusser Stone sand and six hard broken stone) using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980
6
-
-
... More
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.
67.5
-
-
... More
Construction of Un reinforced dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per clasuse 1501.2.2 M30 (grade) coarse and fine aggregate conforming to IS : 383 maximum size of course aggregate not exceeding 25mm mixed in a concrete mixure of not less than 0.20 cum capacity and appropriate weight bacher using approved mix design laid in approved fixed side form work n(steel channel), Laying, and fixing of 125 micron thick polythine film, wedges, steel plates, including levelling the form work as per drawing), spreding the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joint, applying debonding strips, primer, sealant, ndowl bars, near approches, to bridge/culvert and construction joint, admixtures as approved, curing of concrete slab for 14 days, using curing compound (where specified)nand water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
101.25
-
-
... More
Provision for KM Stone
1
-
-
... More
Provision for HM stone
7
-
-
... More
Provision of 15nos Rumble Strips Coverd with Premix bituuminous carpet 15.20mm high at Centrre 250mm wide placed at 1 cm centre at approved at location to controll speed marked with white strips of road marking paint.
-
-
-
... More
KM 0/0-1/0
0.94
-
-
... More
KM 1/0-2/0
0.94
-
-
... More
Fabrication and Supply of Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete
1
-
-
... More
Equatriry Sign board
6
-
-
... More
Road Marking with hot applied Thermoplastic compound with Reflectorising Glass bends on bitumens surface
200
-
-
... More
Road Marking / Road Stud with Lens Reflector
15
-
-
... More
Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRCSP- 20:2002 and as directed by the epartmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
-
-
-
... More
For the First Year from the date of completion of work
1.67
-
-
... More
For the second Year from the date of completion of work
1.67
-
-
... More
For the Third Year from the date of completion of work
1.67
-
-
... More
For the Fourth Year from the date of completion of work
1.67
-
-
... More
For the Fifth Year from the date of completion of work
1.67
-
-
... More
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}
1
-
-
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