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 Date16 May 2024
Closing DateCancelled
Tender Amount₹ 3,33,51,000 
Notes
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Costs

Summary

Tiruvarur District - Pmgsy Iii Batch- I 2023-24 Kodavasal Block Road Work Package No- Tn21 265

Description

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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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in Km. 0/0-0/1340, 3/680-5/660

3312.2

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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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in Km. 0/0-0/1340, 3/680-5/660

5467.31

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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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in Km. 0/1340 - 3680/5660

5044.01

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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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in Km. 0/1340 - 3680/5660

1075.99

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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

168.75

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Km 1/0-1/340

57.38

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Km 3/680-4/0

54

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Km 4/0-5/0

167.44

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in Km. 5/0-5/660

111.38

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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 Stone Dust to improve CBR 7 to 9))

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Km 0/0-1/0

361.39

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Km 1/0-1/340

125.39

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Km 3/680-4/0

123.41

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Km 4/0-5/0

353.73

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in Km. 5/0-5/660

226.57

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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

150.57

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Km 1/0-1/340

52.25

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Km 3/680-4/0

51.42

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Km 4/0-5/0

147.38

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in Km. 5/0-5/660

94.4

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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 0/100-1/0

293.44

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Km 1/0-1/340

100.2

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Km 3/680-4/0

95.65

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Km 4/0-5/0

289.35

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in Km. 5/0-5/660

190.89

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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 0/100-1/0

293.44

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Km 1/0-1/340

100.2

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Km 3/680-4/0

95.65

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Km 4/0-5/0

289.35

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in Km. 5/0-5/660

190.89

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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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in Km. 0/0-0/1340, 3/680-5/660

12927.13

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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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in Km. 0/0-0/1340, 3/680-5/660

12956.38

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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 0/100-1/0

3912.55

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Km 1/0-1/340

1335.98

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Km 3/680-4/0

1275.38

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Km 4/0-5/0

3887.3

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in Km. 5/0-5/660

2545.17

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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

36

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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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Guard Stone

15

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Provision for kilometre stones

5

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Provision for Hectametre stones

13

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Construction of 2.0m RCC Slab culvert @ Ch. 4/985

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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. 4/985

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. 4/985

9.38

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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. 4/985

14.08

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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. 4/985 Below sill

29.93

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Culvert @ Ch. 4/985 Above sill

34.34

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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.

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Culvert @ Ch. 4/985

3.54

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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. 4/985

4.68

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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. 4/985

0.48

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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

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Culvert @ Ch. 4/985

15

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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

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Culvert @ Ch. 4/985

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. 4/985

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. 4/985

7.38

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Construction of 3.0m RCC Slab culvert @ Ch. 4/569

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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. 4/569

75.18

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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. 4/569

9.7

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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. 4/569

14.55

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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. 4/569 Below sill

31.43

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Culvert @ Ch. 4/569 Above sill

42.87

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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. 4/569

3.9

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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. 4/569

8.1

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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. 4/569

0.88

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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

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Culvert @ Ch. 4/569

15

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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

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Culvert @ Ch. 4/569

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. 4/569

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. 4/569

7.51

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Construction of Pipe culvert @ Ch. 4/678, 4880

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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. 4/678, 4880

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. 4/678, 4880

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. 4/678, 4880

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. 4/678, 4880

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. 4/678, 4880

19.96

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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. 4/678, 4880

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. 0/837,0/847,0/995

19

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Construction of Protective work @ Km. 0/810 - 0/820 LHS, 1/000 - 1/020 LHS, 2/352 - 2/367 RHS, 3/795 -3/810 RHS, 4/346 - 4/361 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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Protective works @ Km. 0/280 - 0/302 RHS,Km. 0/641 - 0/696 RHS, Km. 0/941 - 1/000 RHS

633.09

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Protective works @ Km. 1/000 - 1/017 RHS

79.14

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Protective works @ Km. 5/504 - 5/527 LHS

98.33

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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. 0/280 - 0/302 RHS,Km. 0/641 - 0/696 RHS, Km. 0/941 - 1/000 RHS

49.98

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Protective works @ Km. 1/000 - 1/017 RHS

6.25

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Protective works @ Km. 5/504 - 5/527 LHS

7.76

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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. 0/280 - 0/302 RHS, Km. 0/641 - 0/696 RHS, Km. 0/941 - 1/000 RHS

66.64

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Protective works @ Km. 1/000 - 1/017 RHS

8.33

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Protective works @ Km. 5/504 - 5/527 LHS

10.35

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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. 0/280 - 0/302 RHS, Km. 0/641 - 0/696 RHS, Km. 0/941 - 1/000 RHS

367.21

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Protective works @ Km. 1/000 - 1/017 RHS

45.9

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Protective works @ Km. 5/504 - 5/527 LHS

55.89

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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. 0/280 - 0/302 RHS, Km. 0/641 - 0/696 RHS, Km. 0/941 - 1/000 RHS

517.91

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Protective works @ Km. 1/000 - 1/017 RHS

64.69

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Protective works @ Km. 5/504 - 5/527 LHS

67.64

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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. 0/280 - 0/302 RHS, Km. 0/641 - 0/696 RHS, Km. 0/941 - 1/000 RHS

272

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Protective works @ Km. 1/000 - 1/017 RHS

34

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Protective works @ Km. 5/504 - 5/527 LHS

46

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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

11.74

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CD Repair works @ 4359, 4464, 4779

-

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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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Pipe Culvert @ Ch. 4359, 4464, 4779

9.12

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Dismantling Existing CD works @

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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.

6.19

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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.

19.7

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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

3.32

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For the Second Year from the date of cpmpletion of work

3.32

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For the Third Year from the date of completion of work

3.32

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For the Fourth Year from the date of completion of work

3.32

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For the Fifth Year from the date of completion of work

3.32

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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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