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 Date16 May 2024
Closing Date19 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 4,22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tiruvarur District - Pmgsy Iii Batch- I 2023-24 Needamangalam Block Road Work Package No- Tn21 388
Description
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Contact
Tender Id
2024_RDTN_134199_1Bid Award Id
ViewTender No
TN21388Tender 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. 0/0-4/320
4928.5
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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. 0/0-4/320
2404.25
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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. 0/0-4/320
2200.25
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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. 0/0-4/320
3532.42
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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
163.47
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Km 1/0-2/0
168.75
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Km 2/0-3/0
117.13
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Km 2/720-3/0
47.25
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in Km. 3/0-4/0
168.75
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in Km. 4/0 - 4/320
54
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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 2/720-3/0
88.2
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in Km. 3/0-4/0
315
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in Km. 4/0 - 4/320
107.22
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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 2/720-3/0
36.75
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in Km. 3/0-4/0
131.25
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in Km. 4/0 - 4/320
44.67
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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) (Control Section)
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km 0/0-0/100
31.93
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Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR 5; 40% GSB Material, Grade B; 3% Cement by weight of soil; 1kg of Terrasil or Equivalent per cum & 1kg of Zycobond or Equivalent per cum ; Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static Roller Including Maintaining the Camber as per specifications. Complete job , finished work to be measured. (ref : MORD sl.no4.11-(i) page no.4-20) (Zydex Base)
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Km 0/0-1/0
392.15
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Km 1/0-2/0
455.64
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Km 2/0-3/0
329.23
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Km 2/720-3/0
126
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in Km. 3/0-4/0
450
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in Km. 4/0 - 4/320
146.57
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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 cam
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km 0/0-0/100
31.93
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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 {Control Section}
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km 0/0-0/100
425.7
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Providing and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification. Zydex
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Km. 0/0-4/320
15830
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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. {Control Section}
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Km 0/0-0/10
425.7
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Providing and applying tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) : 1 part water (1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .(ref:Mord pg.no 5-4) Zydex
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Km. 0/0-4/320
15868.26
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with ZycoTherm Providing, laying and rolling of 20mm thick open-graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate of 1 Kg per 1 ton of Binder. Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade or emulsion grade with Nanotechnology based material 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (ref:Mord pg.no 5-24) Zydex
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Km 0/0-1/0
3721.03
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Km 1/0-2/0
3797.01
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Km 2/0-3/0
2754.52
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Km 2/720-3/0
1050
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in Km. 3/0-4/0
3750
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in Km. 4/0 - 4/320
1221.4
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
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Km 0/0-1/0
3721.03
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Km 1/0-2/0
3797.01
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Km 2/0-3/0
2754.52
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Km 2/720-3/0
1050
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in Km. 3/0-4/0
3750
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in Km. 4/0 - 4/320
1221.4
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Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured Zydex
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Km 0/0-1/0
2179.57
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Km 1/0-2/0
2250
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Km 2/0-3/0
2191.72
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in Km. 3/0-4/0
2250
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in Km. 4/0 - 4/320
720
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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
24
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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
17
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Construction of Pipe culvert @ Ch.1/918
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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.1/918
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.1/918
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.1/918
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.1/918
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.1/918
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.1/918
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.1/918
8.81
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Construction of Protective work @Km. 4/035 - 4/095 LHS
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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. 4/035 - 4/095 LHS
126
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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. 4/035 - 4/095 LHS
27
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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. 4/035 - 4/095 LHS
18
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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. 4/035 - 4/095 LHS
60.75
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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. 4/035 - 4/095 LHS
63.48
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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. 4/035 - 4/095 LHS
60
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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. 4/035 - 4/095 LHS
2.7
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Parapet Wall @ Ch. 1/370, Ch. 2/572
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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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Parapet Wall @ Ch. 1/370
2.45
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Parapet Wall @ Ch. 2/572
2.45
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Dismantling Existing CD works @ Km. 1/198
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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. 1/198
2.06
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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. 1/198
6.56
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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
4.32
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For the Second Year from the date of cpmpletion of work
4.32
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For the Third Year from the date of completion of work
4.32
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For the Fourth Year from the date of completion of work
4.32
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For the Fifth Year from the date of completion of work
4.32
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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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