Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Eprocure
Opening Date16 May 2024
Closing Date19 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 5,74,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tiruvarur District - Pmgsy Iii Batch- I 2023-24 Mannargudi Block Road Work Package No- Tn21 377
Description
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Contact
Tender Id
2024_RDTN_134189_1Bid Award Id
ViewTender No
TN21377Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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Km. 0/0 - 4/400
4397.1
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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Km. 0/0 - 4/400
3132.88
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
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Km. 0/0 - 4/400
2901.88
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Construction embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification (Carted Earth borrow bits)
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Km. 0/0 - 4/400
2183.38
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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km 0/0-1/0
336.52
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Km 1/0-2/0
337.5
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Km 2/0-3/0
337.5
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Km 3/0-4/0
337.5
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Km 4/0-4/400
135
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 Grading III
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km 0/0-1/0
195.63
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Km 1/0-2/0
185.68
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Km 2/0-3/0
183.75
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Km 3/0-4/0
183.75
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Km 4/0-4/400
73.5
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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km 0/0-1/0
568.47
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Km 1/0-2/0
564.15
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Km 2/0-3/0
562.5
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Km 3/0-4/0
562.5
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Km 4/0-4/400
225
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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Km. 0/0 - 4/400
16550.83
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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Km. 0/0 - 4/400
16561.71
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Mix Seal Surfacing 25mm thick (Using Waste Plastic) Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
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km 0/0-1/0
3800.7
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Km 1/0-2/0
3761.01
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Km 2/0-3/0
3750
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Km 3/0-4/0
3750
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Km 4/0-4/400
1500
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801
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logo board
3
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sign board
2
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Circular board
2
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Octagonal board
1
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Citizen board
1
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Name board
1
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Maintanance board
1
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Provision for kilometre stones
4
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Provision for Hectametre stones
18
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Construction of Pipe culvert @ Ch.1/388, 1/701, 1/834
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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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Ch. 1/388, 1/701, 1/834
71.1
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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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Ch. 1/388, 1/701, 1/834
9.06
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Cement concrete 1 : 2.5 : 5 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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Ch. 1/388, 1/701, 1/834
12.06
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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. (Below Sill)
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Ch. 1/388, 1/701, 1/834
18.51
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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. (Above Sill)
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Ch. 1/388, 1/701, 1/834
29.01
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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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Ch. 1/388, 1/701, 1/834
22.5
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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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Ch. 1/388, 1/701, 1/834
26.43
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Construction of Pipe culvert @ Ch.2/137
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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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Ch.2/137
23.7
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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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Ch.2/137
3.02
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Cement concrete 1 : 2.5 : 5 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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Ch.2/137
4.02
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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. (Below Sill)
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Ch.2/137
6.17
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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. (Above Sill)
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Ch.2/137
9.67
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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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Ch.2/137
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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Ch.2/137
8.81
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Construction of Pipe culvert @ Ch.3/076
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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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Ch.3/076
23.7
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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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Ch.3/076
3.02
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Cement concrete 1 : 2.5 : 5 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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Ch.3/076
4.02
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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. (Below Sill)
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Ch.3/076
6.17
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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. (Above Sill)
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Ch.3/076
9.67
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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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Ch.3/076
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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Ch.3/076
8.81
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Construction of Protective work @ Km. 0/000 - 0/020 , 0/120 - 0/130 , 0/250- 0/270, 0/375 - 0/430, 0/453 - 0/470, 0/518 - 0/538, 0/790 - 0/800,0/775 - 0/785,, 1/300 - 1/336, 1/465 - 1/485, 1/545 - 1/555,, 2/074 - 2/084,,
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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. 0/000 - 0/020 , 0/120 - 0/130 , 0/250- 0/270, 0/375 - 0/430, 0/453 - 0/470, 0/518 - 0/538, 0/790 - 0/800,0/775 - 0/785 LHS
340.2
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Km. 1/300 - 1/336, 1/465 - 1/485, 1/545 - 1/555 LHS
147
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Km. 2/074 - 2/084,LHS
23.8
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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. 0/000 - 0/020 , 0/120 - 0/130 , 0/250- 0/270, 0/375 - 0/430, 0/453 - 0/470, 0/518 - 0/538, 0/790 - 0/800,0/775 - 0/785 LHS
72.9
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Km. 1/300 - 1/336, 1/465 - 1/485, 1/545 - 1/555 LHS
31.5
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Km. 2/074 - 2/084,LHS
5.1
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Cement concrete 1 : 2.5 : 5 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. 0/000 - 0/020 , 0/120 - 0/130 , 0/250- 0/270, 0/375 - 0/430, 0/453 - 0/470, 0/518 - 0/538, 0/790 - 0/800,0/775 - 0/785 LHS
48.6
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Km. 1/300 - 1/336, 1/465 - 1/485, 1/545 - 1/555 LHS
21
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Km. 2/074 - 2/084,LHS
3.4
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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. (Below Sill)
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Km. 0/000 - 0/020 , 0/120 - 0/130 , 0/250- 0/270, 0/375 - 0/430, 0/453 - 0/470, 0/518 - 0/538, 0/790 - 0/800,0/775 - 0/785 LHS
164.04
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Km. 1/300 - 1/336, 1/465 - 1/485, 1/545 - 1/555 LHS
55.35
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Km. 2/074 - 2/084,LHS
11.93
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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. (Above Sill)
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Km. 0/000 - 0/020 , 0/120 - 0/130 , 0/250- 0/270, 0/375 - 0/430, 0/453 - 0/470, 0/518 - 0/538, 0/790 - 0/800,0/775 - 0/785 LHS
171.42
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Km. 1/300 - 1/336, 1/465 - 1/485, 1/545 - 1/555 LHS
81.31
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Km. 2/074 - 2/084,LHS
14.41
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Providing weepholes in brick masonry / stone masonry , plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(v) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709,1024.3.7
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Km. 0/000 - 0/020 , 0/120 - 0/130 , 0/250- 0/270, 0/375 - 0/430, 0/453 - 0/470, 0/518 - 0/538, 0/790 - 0/800,0/775 - 0/785 LHS
162
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Km. 1/300 - 1/336, 1/465 - 1/485, 1/545 - 1/555 LHS
66
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Km. 2/074 - 2/084,LHS
10
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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KM 0/000 - 0/020 , 0/120 - 0/130 , 0/250- 0/270, 0/375 - 0/430, 0/453 - 0/470, 0/518 - 0/538, 0/790 - 0/800,0/775 - 0/785,, 1/300 - 1/336, 1/465 - 1/485, 1/545 - 1/555,, 2/074 - 2/084,,
12.73
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Dismantling Existing CD works @ Ch 1/388, 1/701, 1/834, 2/137, 3/076 ,
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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Foundation Km. 1/388, 1/701, 1/834, 2/137, 3/076 ,
10.32
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
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Body wall,Parapet wall Concrete @ Km. 1/388, 1/701, 1/834, 2/137, 3/076 ,
32.82
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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 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
4.4
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For the Second Year from the date of cpmpletion of work
4.4
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For the Third Year from the date of completion of work
4.4
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For the Fourth Year from the date of completion of work
4.4
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For the Fifth Year from the date of completion of work
4.4
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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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