Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date16 May 2024
Closing DateCancelled
Tender Amount₹ 2,88,94,000
Costs
EMD
₹ 5,78,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tiruvarur District - Pmgsy Iii Batch- I 2023-24 Mannargudi Block Road Work Package No- Tn21 378
Description
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Contact
Tender Id
2024_RDTN_134191_1Bid Award Id
ViewTender No
TN21378Tender 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 - 3/831
4093.97
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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 - 3/831
4034.14
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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 - 3/831
3694.85
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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 - 3/831
1919.02
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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 1/0-1/170
54.07
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Km 1/0-2/0
279.15
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Km 2/0-3/0
336.52
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Km 3/0-3/831
278.5
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Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using fly ash obtained from industries 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 Clause 303.1.( subgrade using Fly Ash to improve CBR 7 to 9))
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Km 1/170-2/0
282.62
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Km 2/0-3/0
349.97
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3/0-3/831
278.21
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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 1/170-2/0
117.76
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Km 2/0-3/0
145.82
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3/0-3/831
115.92
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)
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Km 0/0-1/0
292.78
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Km 1/0-1/170
48.58
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Km 1/170-2/0
238.14
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Km 2/0-3/0
289.4
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3/0-3/831
236.66
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III)
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Km 0/0-1/0
292.78
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Km 1/0-1/170
48.58
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Km 1/170-2/0
238.14
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Km 2/0-3/0
289.4
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3/0-3/831
236.66
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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 - 3/831
14741.04
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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 - 3/831
14832.18
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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
3914.72
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Km 1/0-1/170
684.6
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Km 1/170-2/0
3186.1
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Km 2/0-3/0
3869.61
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3/0-3/831
3177.15
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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
42
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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
3
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Provision for Hectametre stones
16
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Construction of 1.5 m RCC Slab culvert @ Ch.0.852, 1.793, 2.213, 3.325
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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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Culvert @ Ch.0.852
72.73
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Culvert @ Ch.1.793
72.73
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Culvert @ Ch.2.213
72.73
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Culvert @ Ch.3/325
72.73
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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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Culvert @ Ch.0.852
14.08
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Culvert @ Ch.1.793
14.08
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Culvert @ Ch.2.213
14.08
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Culvert @ Ch.3/325
14.08
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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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Culvert @ Ch.0.852
9.38
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Culvert @ Ch.1.793
9.38
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Culvert @ Ch.2.213
9.38
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Culvert @ Ch.3/325
9.38
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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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Culvert @ Ch.0.852 Below sill
29.93
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Culvert @ Ch.1.793 Below sill
29.93
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Culvert @ Ch.2.213 Below sill
29.93
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Culvert @ Ch.3/325 Below sill
29.93
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Culvert @ Ch.0.852 Above sill
33.93
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Culvert @ Ch.1.793 Above sill
33.93
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Culvert @ Ch.2.213 Above sill
33.93
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Culvert @ Ch.3/325 Above sill
33.93
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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.
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Culvert @ Ch.0.852
3.36
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Culvert @ Ch.1.793
3.36
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Culvert @ Ch.2.213
3.36
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Culvert @ Ch.3/325
3.36
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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Culvert @ Ch.0.852
3.31
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Culvert @ Ch.1.793
3.31
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Culvert @ Ch.2.213
3.31
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Culvert @ Ch.3/325
3.31
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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Culvert @ Ch.0.852
0.35
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Culvert @ Ch.1.793
0.35
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Culvert @ Ch.2.213
0.35
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Culvert @ Ch.3/325
0.35
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch.0.852
15
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Culvert @ Ch.1.793
15
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Culvert @ Ch.2.213
15
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Culvert @ Ch.3/325
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch.0.852
4.5
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Culvert @ Ch.1.793
4.5
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Culvert @ Ch.2.213
4.5
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Culvert @ Ch.3/325
4.5
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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, 1204.3.7
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Culvert @ Ch.0.852
12
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Culvert @ Ch.1.793
12
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Culvert @ Ch.2.213
12
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Culvert @ Ch.3/325
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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Culvert @ Ch.0.852
7.08
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Culvert @ Ch.1.793
7.08
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Culvert @ Ch.2.213
7.08
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Culvert @ Ch.3/325
7.08
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Construction of Pipe culvert @ Ch.0/225, 0/700
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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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Pipe Culvert @ Ch. 0/225, 0/700
47.4
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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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Pipe Culvert @ Ch. 0/225, 0/700
6.04
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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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Pipe Culvert @ Ch. 0/225, 0/700
8.04
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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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Pipe Culvert @ Ch. 0/225, 0/700
12.34
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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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Pipe Culvert @ Ch. 0/225, 0/700
19.34
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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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Pipe Culvert @ Ch. 0/225, 0/700
15
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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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Pipe Culvert @ Ch. 0/225, 0/700
17.62
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Construction of Pipe culvert @ Ch.2/261, 2/996
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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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Pipe Culvert @ Ch. 2/261, 2/996
47.4
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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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Pipe Culvert @ Ch. 2/261, 2/996
6.04
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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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Pipe Culvert @ Ch. 2/261, 2/996
8.04
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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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Pipe Culvert @ Ch. 2/261, 2/996
12.34
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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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Pipe Culvert @ Ch. 2/261, 2/996
19.34
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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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Pipe Culvert @ Ch. 2/261, 2/996
15
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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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Pipe Culvert @ Ch. 2/261, 2/996
17.62
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Construction of Pipe culvert @ Ch.3/200, 3/530
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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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Pipe Culvert @ Ch. 3/200, 3/530
47.4
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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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Pipe Culvert @ Ch. 3/200, 3/530
6.04
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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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Pipe Culvert @ Ch. 3/200, 3/530
8.04
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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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Pipe Culvert @ Ch. 3/200, 3/530
12.34
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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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Pipe Culvert @ Ch. 3/200, 3/530
19.34
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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
15
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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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Pipe Culvert @ Ch. 3/200, 3/530
17.62
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Construction of Protective work @ Km. 1/800 - 1/900 RHS
-
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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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Protective works @ Km. 1/800 - 1/900 RHS
196
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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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Protective works @ Km. 1/800 - 1/900 RHS
42
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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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Protective works @ Km. 1/800 - 1/900 RHS
28
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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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Protective works @ Km. 1/800 - 1/900 RHS
92.25
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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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Protective works @ Km. 1/800 - 1/900 RHS
79.56
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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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Protective works @ Km. 1/800 - 1/900 RHS
100
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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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Protective works @ Km. 1/800 - 1/900 RHS
4.38
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Dismantling Existing CD works @ Ch Km. 1/793, 2/213, 3/325 , 0/852 , 0/225, 0/700,2/261, 2/996, 3/200,3/530
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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. 1/793, 2/213, 3/325 , 0/852 , 0/225, 0/700,2/261, 2/996, 3/200,3/530
38.5
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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.1/793, 2/213, 3/325 , 0/852 , 0/225, 0/700,2/261, 2/996, 3/200,3/530
65.64
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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., Reinforced Cement Concrete
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Deck slab @ Ch.1/793, 2/213, 3/325
6.6
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Dismantling, Clearing away and carefully stacking materials useful for re use. Removal of cut stone slabs
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Body wall,Parapet wall Concrete @ Km. 0/852
1.5
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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
3.83
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For the Second Year from the date of cpmpletion of work
3.83
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For the Third Year from the date of completion of work
3.83
-
-
... More
For the Fourth Year from the date of completion of work
3.83
-
-
... More
For the Fifth Year from the date of completion of work
3.83
-
-
... More
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)
1
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Evaluation Notes How It Works ?
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