Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Eprocure
Opening Date16 May 2024
Closing Date19 Jul 2024
Tender Amount₹ 4,49,96,000 
Notes
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Costs

Summary

Tiruvarur District - Pmgsy Iii Batch- I 2023-24 Kottur Block Road Work Package No- Tn21 370

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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Km. 1/400 - 5/310

3895

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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. 1/400 - 5/310

880.71

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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. 0/0-5/800

880.71

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Construction of subgrade and earthen shoulders 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 Clause 303.1.( Carted Earth)

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Km. 0/0-5/800

4472.97

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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 1/400 - 2/000

133.69

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Km 2/000 - 3/000

224.35

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Km 3/000 - 3/600

134.35

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Km 3/600 - 4/000

90

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in Km. 4/0-5/0

224.23

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in Km. 5/0-5/310

69.75

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Supplying, testing and installation of 100 cm wide coir geotextiles ( H2M6)) 400 gm/sqm with mesh or net size of 20x20 mm. Coir should be laid with overlaps of 100 mm transversally and 300 mm longitudinally suitably stitched and duly secured to sub-grade by round head country nail of 150 mm length or bamboo/timber pegs at an interval of 750 mm as per direction of the Engineer-in-Charge. The rate is inclusive of all Govt. taxes, duties, cess as leviable but excluding transportation charges from a reputed coir Mill to the work site loading & unloading for storage of the material. (Payment of this item will be made on the basis of finished area of coir(no separate payment to be made for overlap area) {COIR}

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Km 1/400 - 2/000

3521.93

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Km 2/000 - 3/000

6000.05

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Km 3/000 - 3/600

3747.61

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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 FlybAsh to improve CBR 7 to 9)) {CONTROL SECTION}

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Km 3/600 - 4/000

496.22

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in Km. 4/0-5/0

1242.83

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in Km. 5/0-5/310

418.74

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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 1/400 - 2/000

497.34

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Km 2/000 - 3/000

811.14

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Km 3/000 - 3/600

516.65

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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 {CONTROL SECTION}

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Km 3/600 - 4/000

206.76

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in Km. 4/0-5/0

517.85

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in Km. 5/0-5/310

174.48

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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 1/400 - 2/000

173.3

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Km 2/000 - 3/000

281.74

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Km 3/000 - 3/600

180.31

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Km 3/600 - 4/000

114.1

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in Km. 4/0-5/0

289.24

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in Km. 5/0-5/310

97.71

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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 1/400 - 2/000

173.3

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Km 2/000 - 3/000

281.74

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Km 3/000 - 3/600

180.31

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Km 3/600 - 4/000

115.06

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in Km. 4/0-5/0

288.28

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in Km. 5/0-5/310

97.71

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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. 1/400 - 5/310

15152.04

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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. 1/400 - 5/310

15208.3

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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.

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Km 1/400 - 2/000

2332.43

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Km 2/000 - 3/000

3767.45

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Km 3/000 - 3/600

2415.01

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Km 3/600 - 4/000

1534.07

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in Km. 4/0-5/0

3856.54

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in Km. 5/0-5/310

1302.8

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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 1/400 - 2/000

2332.43

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Km 2/000 - 3/000

3767.45

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Km 3/000 - 3/600

2415.01

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Km 3/600 - 4/000

1534.07

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in Km. 4/0-5/0

3856.54

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in Km. 5/0-5/310

1302.8

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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

46

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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

40

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Provision for kilometre stones

4

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Provision for Hectametre stones

20

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Construction of 1.5 m RCC Slab culvert @ Ch-1/439,1/546

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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-1/439,1/546

145.46

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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-1/439,1/546

28.16

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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-1/439,1/546

18.76

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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-1/439,1/546

59.86

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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-1/439,1/546

67.86

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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-1/439,1/546

6.72

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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-1/439,1/546

6.62

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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-1/439,1/546

0.7

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

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Culvert @Ch-1/439,1/546

30

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

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Culvert @Ch-1/439,1/546

9

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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-1/439,1/546

24

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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-1/439,1/546

14.16

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Construction of 1.5 m RCC Slab culvert @ Ch-2/536

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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-2/536

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-2/536

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-2/536

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-2/536

29.93

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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-2/536

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-2/536

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-2/536

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-2/536

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-2/536

15

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

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Culvert @Ch-2/536

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-2/536

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-2/536

7.08

-

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Construction of 1.5 m RCC Slab culvert @ Ch-3/123

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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 @3/123

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 @3/123

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 @3/123

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 @3/123

29.93

-

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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 @3/123

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 @3/123

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 @3/123

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 @3/123

0.35

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

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Culvert @3/123

15

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

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Culvert @3/123

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 @3/123

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 @3/123

7.08

-

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Construction of 2.0 m RCC Slab culvert @ Ch-4/800

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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 @4/800

65.69

-

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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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-

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Culvert @4/800

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 @4/800

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 @4/800

29.93

-

-

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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 @4/800

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 @4/800

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 @4/800

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 @4/800

0.48

-

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

-

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Culvert @4/800

15

-

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

-

-

-

... More
Culvert @4/800

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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-

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Culvert @4/800

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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... More
Culvert @4/800

7.38

-

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Constuction of pipe Culvert @ ch 1/951

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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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... More
Pipe Culvert @ ch 1/951

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.

-

-

-

... More
Pipe Culvert @ ch 1/951

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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Pipe Culvert @ ch 1/951

4.02

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 1/951

6.17

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 1/951

9.67

-

-

... More
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 works head walls and parapets clause 1106.

-

-

-

... More
Pipe Culvert @ ch 1/951

7.5

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 1/951

8.81

-

-

... More
Constuction of pipe Culvert @ ch 2/548

-

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 2/548

23.7

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 2/548

3.02

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 2/548

4.02

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 2/548

6.17

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 2/548

9.67

-

-

... More
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 works head walls and parapets clause 1106.

-

-

-

... More
Pipe Culvert @ ch 2/548

7.5

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 2/548

8.81

-

-

... More
Constuction of pipe Culvert @ ch 3/037,3/414,3/711,3/806,3/897,3/957

-

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 3/037,3/414,3/711,3/806,3/897,3/957

142.2

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 3/037,3/414,3/711,3/806,3/897,3/957

18.12

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 3/037,3/414,3/711,3/806,3/897,3/957

24.12

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 3/037,3/414,3/711,3/806,3/897,3/957

37.02

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 3/037,3/414,3/711,3/806,3/897,3/957

58.02

-

-

... More
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 works head walls and parapets clause 1106.

-

-

-

... More
Pipe Culvert @ ch 3/037,3/414,3/711,3/806,3/897,3/957

45

-

-

... More
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.

-

-

-

... More
Pipe Culvert @ ch 3/037,3/414,3/711,3/806,3/897,3/957

52.86

-

-

... More
Constuction of pipe Culvert @ ch 4/351,4/368,4/510

-

-

-

... More
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.

-

-

-

... More
ch 4/351,4/368,4/510

71.1

-

-

... More
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.

-

-

-

... More
ch 4/351,4/368,4/510

9.06

-

-

... More
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.

-

-

-

... More
ch 4/351,4/368,4/510

12.06

-

-

... More
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.

-

-

-

... More
ch 4/351,4/368,4/510

18.51

-

-

... More
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.

-

-

-

... More
ch 4/351,4/368,4/510

29.01

-

-

... More
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 works head walls and parapets clause 1106.

-

-

-

... More
ch 4/351,4/368,4/510

22.5

-

-

... More
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.

-

-

-

... More
ch 4/351,4/368,4/510

26.43

-

-

... More
Dismanting the existing CD Strutures @ Ch.,3/724, 3/870,2/800

-

-

-

... More
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.

-

-

-

... More
Foundation Concrete @ Ch.,,1/439, 1/546, 1/951, 2/356, 2/548

33.02

-

-

... More
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.

-

-

-

... More
Foundation Concrete

39.55

-

-

... More
Provision for Protective Works @ Km. 4/353-4/403,4/827-4/898

-

-

-

... More
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.

-

-

-

... More
Protective works @ Km. 4/000-5/000

301.98

-

-

... More
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.

-

-

-

... More
Protective works @ Km. 4/000-5/000

64.71

-

-

... More
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.

-

-

-

... More
Protective works @ Km. 4/000-5/000

43.14

-

-

... More
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

-

-

-

... More
Protective works @ Km. 4/000-5/000

153.3

-

-

... More
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

-

-

-

... More
Protective works @ Km. 4/000-5/000

219.52

-

-

... More
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

-

-

-

... More
Protective works @ Km. 4/000-5/000

121

-

-

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

-

-

-

... More
Protective works @ Km. 4/000-5/000

6.2

-

-

... More
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

-

-

-

... More
For the First Year from the date of completion of work

3.91

-

-

... More
For the Second Year from the date of cpmpletion of work

3.91

-

-

... More
For the Third Year from the date of completion of work

3.91

-

-

... More
For the Fourth Year from the date of completion of work

3.91

-

-

... More
For the Fifth Year from the date of completion of work

3.91

-

-

... 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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