Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Jul 2024
Closing Date18 Jul 2024
Tender AmountRefer Documents 
Notes
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Costs

Summary

Tiruvarur District - Mgsmt (2024-25) Road Work - Mannargudi Block - Package - 46

Description

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BOQ Items

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DO_NOT_SHOW

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Picking of 5cm to 10 cm old metaled surface sectioning 1 sqm

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Km. 0/0-0/876

876

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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

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Km. 0/0-0/876

157.68

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Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.

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Km. 0/0-0/876

39.42

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Providing and laying spreading and compacting graded stone aggregate to WET MIX Macadam(WMM)specification including premixing the material with watermachanical 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. 0/0-0/876

329.6

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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

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Km. 0/0-0/876

2636.75

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Applying tack coat over WBM surface (not treated with primer) using 2.5Kg 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 pe

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Km. 0/0-0/876

2636.75

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BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm 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. 0/0-0/876

65.92

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Provision of Rumble Strips with premix Bituminous carpet - Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint. Rumble Strips = 3 X 3.0X 0.25 = 2.25

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Km. 0/0-0/714

11.24

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Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803

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Km. 0/0-0/876

175.2

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Provision for HM stones

4

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Provision for Nameboard & Citizen information Board charges

1

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Provision for sign boards

7

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Construction of Pipe culvert @ km-0/0-0/876 Ch.195

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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km-0/0-0/876 Ch195

22.26

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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km-0/0-0/876 Ch195

2.88

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Cement concrete 1 : 4 : 8mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch195

3.83

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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch195

16.09

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supplying and erectiing centering in all cross bracing etc all

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km-0/0-0/876 Ch195

44.72

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry

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km-0/0-0/876 Ch195

7.5

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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.

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km-0/0-0/876 Ch195

8.81

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Construction of Pipe culvert @ km-0/0-0/876 Ch.353

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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km-0/0-0/876 Ch353

22.26

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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km-0/0-0/876 Ch353

2.88

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Cement concrete 1 : 4 : 8mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch353

3.83

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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/714 Ch345

16.09

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supplying and erectiing centering in all cross bracing etc all

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km-0/0-0/876 Ch353

44.72

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry

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km-0/0-0/876 Ch353

7.5

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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.

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km-0/0-0/876 Ch353

8.81

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Construction of Pipe culvert @ km-0/0-0/876 Ch.433

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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km-0/0-0/876 Ch433

22.26

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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km-0/0-0/876 Ch433

2.88

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Cement concrete 1 : 4 : 8mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch433

3.83

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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch433

16.09

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supplying and erectiing centering in all cross bracing etc all

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km-0/0-0/876 Ch433

44.72

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry

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km-0/0-0/876 Ch433

7.5

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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.

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km-0/0-0/876 Ch433

8.81

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Construction of Pipe culvert @ km-0/0-0/876 Ch.798

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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km-0/0-0/876Ch798

22.26

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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km-0/0-0/876Ch798

2.88

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Cement concrete 1 : 4 : 8mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876Ch798

3.83

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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876Ch798

16.09

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supplying and erectiing centering in all cross bracing etc all

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km-0/0-0/876Ch798

44.72

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry

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km-0/0-0/876Ch798

7.5

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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.

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km-0/0-0/876Ch798

8.81

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Construction of Pipe culvert @ km-0/0-0/876 Ch.856

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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km-0/0-0/876 Ch856

22.26

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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km-0/0-0/876 Ch856

2.88

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Cement concrete 1 : 4 : 8mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch856

3.83

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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch856

16.09

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supplying and erectiing centering in all cross bracing etc all

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km-0/0-0/876 Ch856

44.72

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry

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km-0/0-0/876 Ch856

7.5

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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.

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km-0/0-0/876 Ch856

8.81

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Construction of RCC 1.5 slab culvert @ km-0/0-0/876 Ch.85

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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km-0/0-0/876 Ch85

46.08

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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km-0/0-0/876 Ch85

4.19

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Cement concrete 1 : 4 : 8mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch85

4.19

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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch85

28.67

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Cement concrete 1 : 2: 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch85

25

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Cement concrete 1 : 2: 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch85

3.36

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Reinforced Cement concrete 1 : 1.5: 3 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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km-0/0-0/876 Ch85

3.31

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supplying and erectiing centering in all cross bracing etc all

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km-0/0-0/876 Ch85

42

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km-0/0-0/876 Ch85

96.34

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Fabrication of steel

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km-0/0-0/876 Ch85

0.35

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provision for bitumen belt

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km-0/0-0/876 Ch85

15

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provision for Tar paper for Bed block &Deck slab

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km-0/0-0/876 Ch85

4.5

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provision for wheep poles

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km-0/0-0/876 Ch85

12

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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.

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km-0/0-0/876 Ch85

6.14

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Towards the charges for routline maintenance of the road work executed under MGSMTincluding dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

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For the First Year from the date of completion of work

0.88

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For the Second Year from the date of cpmpletion of work

0.88

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For the Third Year from the date of completion of work

0.88

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For the Fourth Year from the date of completion of work

0.88

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For the Fifth Year from the date of completion of work

0.88

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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

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