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 Date17 May 2023
Closing Date14 Jun 2023
Tender AmountRefer Documents
Costs
EMD
₹ 1,49,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RDTN_316239_1Bid Award Id
ViewTender No
A4/638/2023(17) dated 15.05.2023Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... 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
-
-
-
... More
KM 0/0 - 0/830
200.7
-
-
... More
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
-
-
-
... More
KM 0/0 - 0/830
109.26
-
-
... More
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
-
-
-
... More
KM 0/0 - 0/830
767.8
-
-
... More
Provision for HM stone
4
-
-
... 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
Fabrication and Supply of Citizen 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
Providing and Fixing of Retro Reflectorised cautionary mandatory and informatory sign (with or with out definition board) made out of high indencity prismatic grade sheeting confirming ti IRC 67-2010 and ASTM D 4956- 09 type IV Specification and fixed over 1.50mm thick aluminium Sheet fixed on back supporting frame of 25mm x 25mmx25mmx 3mm miled steel angle and supported on a miled steel angle iron post 75mmx75mmx6mm Firmly Fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 45cm x 45cmx 60cm, 60cm below ground level etc complete including 5 year warrenty for the rectro reflective sheeting Retro - Reflectorised traffic signs ( With definition Board)
3
-
-
... More
Road Marker/ Road stud with lens Reflector
8
-
-
... More
Sub Estimate for 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 SS20A
-
-
-
... More
Km 0/0 - 1/0
122.63
-
-
... 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
122.63
-
-
... 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
81.75
-
-
... More
Construction of un-reinforced ,dowel jointed at expansion and including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Clacse 150-1.22 M30 (grade )
-
-
-
... More
Km 0/0 - 1/0
367.88
-
-
... More
Sub Estimate for Retainingwall
-
-
-
... 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
-
-
-
... More
Km 0/0 - 1/0
21.87
-
-
... More
Cement Concrete 1:4:8 one cement, four Crusser Stone sand and eight 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
-
-
-
... More
Km 0/0 - 1/0
7.29
-
-
... 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
40.2
-
-
... 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
-
-
-
... More
Km 0/0 - 1/0
16.08
-
-
... More
Sub Estimate for Maintenance
-
-
-
... More
For the First Year from the date of completion of work
0.55
-
-
... More
For the Second Year from the date of cpmpletion of work
0.55
-
-
... More
For the Third Year from the date of completion of work
0.55
-
-
... More
For the Fourth Year from the date of completion of work
0.55
-
-
... More
For the Fifth Year from the date of completion of work
0.55
-
-
... More
Strengthening the road from Kaladimamoodu to Manalivilai in Ayacode village panchayat of Thiruvattar Panchayat Union Km 0/0-0/4880 (CC Road)
-
-
-
... 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
-
-
-
... More
KM 0/0 - 0/48
72
-
-
... More
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
-
-
-
... More
KM 0/0 - 0/48
43.2
-
-
... More
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
-
-
-
... More
KM 0/0 - 0/48
240
-
-
... More
Provision for HM stone
4
-
-
... 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
Fabrication and Supply of Information Citizen 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
Providing and Fixing of Retro Reflectorised cautionary mandatory and informatory sign (with or with out definition board) made out of high indencity prismatic grade sheeting confirming ti IRC 67-2010 and ASTM D 4956- 09 type IV Specification and fixed over 1.50mm thick aluminium Sheet fixed on back supporting frame of 25mm x 25mmx25mmx 3mm miled steel angle and supported on a miled steel angle iron post 75mmx75mmx6mm Firmly Fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 45cm x 45cmx 60cm, 60cm below ground level etc complete including 5 year warrenty for the rectro reflective sheeting Retro - Reflectorised traffic signs ( With definition Board)
6
-
-
... More
Sub Estimate for 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 SS20A
-
-
-
... More
KM 0/0 - 0/48
38.8
-
-
... 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
-
-
-
... More
KM 0/0 - 0/48
30
-
-
... More
Cement Concrete 1:4:8 one cement, four Crusser Stone sand and eight 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
-
-
-
... More
KM 0/0 - 0/48
12
-
-
... 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 - 0/48
38.8
-
-
... 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 - 0/48
120
-
-
... More
Construction of un-reinforced ,dowel jointed at expansion and including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Clacse 150-1.22 M30 (grade )
-
-
-
... More
KM 0/0 - 0/48
252
-
-
... More
Sub Estimate for Retainingwall
-
-
-
... 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
-
-
-
... More
Km 0/0 - 1/0
33
-
-
... More
Cement Concrete 1:4:8 one cement, four Crusser Stone sand and eight 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
-
-
-
... More
Km 0/0 - 1/0
8.25
-
-
... 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
123.25
-
-
... 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
-
-
-
... More
Km 0/0 - 1/0
52.67
-
-
... More
Guard stone (0.23x0.23x0.90)
70
-
-
... More
Sub Estimate for Maintenance
-
-
-
... More
For the First Year from the date of completion of work
0.4
-
-
... More
For the Second Year from the date of cpmpletion of work
0.4
-
-
... More
For the Third Year from the date of completion of work
0.4
-
-
... More
For the Fourth Year from the date of completion of work
0.4
-
-
... More
For the Fifth Year from the date of completion of work
0.4
-
-
... More
Renewal & Black Topping of Gandhi nagar Ring Road in pechipparai village panchayat-KM 0/0-1/49 of Thiruvattar Panchayat Union Km 0/0-1/49
-
-
-
... More
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.
-
-
-
... More
KM 0/0 - 1/49
825.12
-
-
... 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
-
-
-
... More
KM 0/0 - 1/0
137.52
-
-
... More
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal
-
-
-
... More
KM 0/0-1/0
19.07
-
-
... More
KM 1/0-1/49
8.72
-
-
... More
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
-
-
-
... More
KM 0/0-1/0
99.48
-
-
... More
KM 1/0-1/49
38.04
-
-
... More
Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
-
-
-
... More
KM 0/0-1/0
3033
-
-
... More
KM 1/0-1/49
1200.75
-
-
... More
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
75.83
-
-
... More
KM 1/0-1/49
30.02
-
-
... More
Provision for KM stone
1
-
-
... More
Provision for HM stone
6
-
-
... More
Road Marker/ Road stud with lens Reflector
15
-
-
... 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
Fabrication and Supply of Citizen 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
Providing and Fixing of Retro Reflectorised cautionary mandatory and informatory sign (with or with out definition board) made out of high indencity prismatic grade sheeting confirming ti IRC 67-2010 and ASTM D 4956- 09 type IV Specification and fixed over 1.50mm thick aluminium Sheet fixed on back supporting frame of 25mm x 25mmx25mmx 3mm miled steel angle and supported on a miled steel angle iron post 75mmx75mmx6mm Firmly Fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 45cm x 45cmx 60cm, 60cm below ground level etc complete including 5 year warrenty for the rectro reflective sheeting Retro - Reflectorised traffic signs ( With definition Board)
6
-
-
... More
Sub Estimate for 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 SS20A
-
-
-
... More
Km 0/0 - 1/0
3.83
-
-
... 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
-
-
-
... More
Km 0/0 - 1/0
1.88
-
-
... More
Cement Concrete 1:4:8 one cement, four Crusser Stone sand and eight 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
-
-
-
... More
Km 0/0 - 1/0
0.75
-
-
... 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
3.83
-
-
... 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
15.6
-
-
... 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
-
-
-
... More
Km 0/0 - 1/0
0.86
-
-
... More
Construction of un-reinforced ,dowel jointed at expansion and including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Clacse 150-1.22 M30 (grade )
-
-
-
... More
Km 0/0 - 1/0
58.25
-
-
... More
Km 1/0 - 1/5
1
-
-
... More
Sub Estimate for Maintenance
-
-
-
... More
For the First Year from the date of completion of work
1.12
-
-
... More
For the Second Year from the date of cpmpletion of work
1.12
-
-
... More
For the Third Year from the date of completion of work
1.12
-
-
... More
For the Fourth Year from the date of completion of work
1.12
-
-
... More
For the Fifth Year from the date of completion of work
1.12
-
-
... More
Renewal & Black Topping of Kozhivilai Krishnankoil to Kuppathurai Road in Aruvikarai Village Panchayat KM 0/0-1/50
-
-
-
... More
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.
-
-
-
... More
KM 0/0 - 1/49
1080
-
-
... 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
-
-
-
... More
KM 0/0 - 1/0
180
-
-
... More
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal
-
-
-
... More
KM 0/0-1/0
19.07
-
-
... More
KM 1/0-1/49
8.72
-
-
... More
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
-
-
-
... More
KM 0/0-1/0
120
-
-
... More
KM 1/0-1/49
60
-
-
... More
Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
-
-
-
... More
KM 0/0-1/0
3273
-
-
... More
KM 1/0-1/49
1887
-
-
... More
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
98.19
-
-
... More
KM 1/0-1/49
56.61
-
-
... More
Provision for KM stone
1
-
-
... More
Provision for HM stone
5
-
-
... More
Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
273.6
-
-
... More
Road Marker/ Road stud with lens Reflector
16
-
-
... 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
Fabrication and Supply of Citizen Information 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
Providing and Fixing of Retro Reflectorised cautionary mandatory and informatory sign (with or with out definition board) made out of high indencity prismatic grade sheeting confirming ti IRC 67-2010 and ASTM D 4956- 09 type IV Specification and fixed over 1.50mm thick aluminium Sheet fixed on back supporting frame of 25mm x 25mmx25mmx 3mm miled steel angle and supported on a miled steel angle iron post 75mmx75mmx6mm Firmly Fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 45cm x 45cmx 60cm, 60cm below ground level etc complete including 5 year warrenty for the rectro reflective sheeting Retro - Reflectorised traffic signs ( With definition Board)
11
-
-
... More
Sub Estimate for 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 SS20A
-
-
-
... More
Km 0/0 - 1/0
14.85
-
-
... 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
14.85
-
-
... 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
39.6
-
-
... More
Construction of un-reinforced ,dowel jointed at expansion and including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Clacse 150-1.22 M30 (grade )
-
-
-
... More
Km 0/0 - 1/0
89.1
-
-
... More
Sub Estimate for Maintenance
-
-
-
... More
For the First Year from the date of completion of work
1.5
-
-
... More
For the Second Year from the date of cpmpletion of work
1.5
-
-
... More
For the Third Year from the date of completion of work
1.5
-
-
... More
For the Fourth Year from the date of completion of work
1.5
-
-
... More
For the Fifth Year from the date of completion of work
1.5
-
-
... More
Renewal & Black Topping of Paicadu Road TO Mamoodu VIA Murukkanvilai In Ayacode village panchayat -KM 0/0-1/10
-
-
-
... More
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.
-
-
-
... More
KM 0/0 - 1/49
462.24
-
-
... 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
-
-
-
... More
KM 0/0 - 1/0
77.04
-
-
... More
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal
-
-
-
... More
KM 0/0-1/0
4.91
-
-
... More
KM 1/0-1/49
2.68
-
-
... More
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
-
-
-
... More
KM 0/0-1/0
65.04
-
-
... More
KM 1/0-1/49
12
-
-
... More
Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
-
-
-
... More
KM 0/0-1/0
654
-
-
... More
KM 1/0-1/49
300
-
-
... More
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
654
-
-
... More
KM 1/0-1/49
300
-
-
... More
Provision for KM stone
1
-
-
... More
Provision for HM stone
4
-
-
... More
Road Marker/ Road stud with lens Reflector
18
-
-
... 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
Fabrication and Supply of Citizen Information 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
Providing and Fixing of Retro Reflectorised cautionary mandatory and informatory sign (with or with out definition board) made out of high indencity prismatic grade sheeting confirming ti IRC 67-2010 and ASTM D 4956- 09 type IV Specification and fixed over 1.50mm thick aluminium Sheet fixed on back supporting frame of 25mm x 25mmx25mmx 3mm miled steel angle and supported on a miled steel angle iron post 75mmx75mmx6mm Firmly Fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 45cm x 45cmx 60cm, 60cm below ground level etc complete including 5 year warrenty for the rectro reflective sheeting Retro - Reflectorised traffic signs ( With definition Board)
5
-
-
... More
Sub Estimate for 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 SS20A
-
-
-
... More
Km 0/0 - 1/0
49.5
-
-
... 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
-
-
-
... More
Km 0/0 - 1/0
24.76
-
-
... More
Cement Concrete 1:4:8 one cement, four Crusser Stone sand and eight 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
-
-
-
... More
Km 0/0 - 1/0
9.9
-
-
... 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
49.5
-
-
... 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
99
-
-
... 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
-
-
-
... More
Km 0/0 - 1/0
11.38
-
-
... More
Construction of un-reinforced ,dowel jointed at expansion and including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Clacse 150-1.22 M30 (grade )
-
-
-
... More
Km 0/0 - 1/0
222.76
-
-
... More
Sub Estimate for Maintenance
-
-
-
... More
For the First Year from the date of completion of work
0.64
-
-
... More
For the Second Year from the date of cpmpletion of work
0.64
-
-
... More
For the Third Year from the date of completion of work
0.64
-
-
... More
For the Fourth Year from the date of completion of work
0.64
-
-
... More
For the Fifth Year from the date of completion of work
0.64
-
-
... 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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