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Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Eprocure
Ariyalur, Tamil Nadu
Opening Date26 Jul 2018
Closing Date24 Aug 2018
Tender Amount₹ 3,52,19,000 
Notes
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Costs

Description

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BOQ Items

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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 (Construction of Embankment using dozer with Material Obtained from Roadway Cutting)(Filling with Cut Earth)

755.75

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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.( subgrade using Carted Earth)

5083.06

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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 0/200 - 1/0

448.09

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Km 1/0 - 2/0

560.02

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Km 2/0 - 3/0

544.05

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Km 3/0 - 4/0

560.59

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Km 4/0 - 5/0

561.26

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Km 5/0 - 6/0

561.15

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Km 6/0 - 7/0

558.9

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Km 7/0 - 8/0

559.24

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Km 8/0 - 8/900

501.64

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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 0/200 - 1/0

224.91

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Km 1/0 - 2/0

292.55

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Km 2/0 - 3/0

277.78

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Km 3/0 - 4/0

291.28

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Km 4/0 - 5/0

285.42

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Km 5/0 - 6/0

289.77

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Km 6/0 - 7/0

284.83

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Km 7/0 - 8/0

295.09

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Km 8/0 - 8/900

261.58

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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 0/200 - 1/0

224.91

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Km 1/0 - 2/0

292.55

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Km 2/0 - 3/0

277.78

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Km 3/0 - 4/0

291.28

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Km 4/0 - 5/0

285.41

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Km 5/0 - 6/0

289.77

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Km 6/0 - 7/0

284.83

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Km 7/0 - 8/0

295.09

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Km 8/0 - 8/900

261.58

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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

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Km 0/200 - 1/0

2998.86

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Km 1/0 - 2/0

3900.73

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Km 2/0 - 3/0

3703.73

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Km 3/0 - 4/0

3883.83

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Km 4/0 - 5/0

3805.54

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Km 5/0 - 6/0

3863.63

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Km 6/0 - 7/0

3797.79

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Km 7/0 - 8/0

3934.51

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Km 8/0 - 8/900

3487.75

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.

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Km 0/200 - 1/0

3011.61

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Km 1/0 - 2/0

3917.23

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Km 2/0 - 3/0

3732.98

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Km 3/0 - 4/0

3896.58

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Km 4/0 - 5/0

3822.04

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Km 5/0 - 6/0

3872.63

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Km 6/0 - 7/0

3821.79

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Km 7/0 - 8/0

3956.26

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Km 8/0 - 8/900

3518.5

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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 0/200 - 1/0

3011.61

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Km 1/0 - 2/0

3917.23

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Km 2/0 - 3/0

3732.98

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Km 3/0 - 4/0

3896.58

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Km 4/0 - 5/0

3822.04

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Km 5/0 - 6/0

3872.63

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Km 6/0 - 7/0

3821.79

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Km 7/0 - 8/0

3956.26

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Km 8/0 - 8/900

3518.5

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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 0/200 - 1/0

3011.61

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Km 1/0 - 2/0

3917.23

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Km 2/0 - 3/0

3732.98

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Km 3/0 - 4/0

3896.58

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Km 4/0 - 5/0

3822.04

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Km 5/0 - 6/0

3872.63

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Km 6/0 - 7/0

3821.79

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Km 7/0 - 8/0

3956.26

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Km 8/0 - 8/900

3518.5

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Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.

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Km 0/200 - 1/0

5.62

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Km 1/0 - 2/0

5.62

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Km 2/0 - 3/0

5.62

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Km 3/0 - 4/0

5.62

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Km 4/0 - 5/0

5.62

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Km 5/0 - 6/0

5.62

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Km 6/0 - 7/0

5.62

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Km 7/0 - 8/0

5.62

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Km 8/0 - 8/900

5.62

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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.(Foundation Concrete)

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Culvert @ Ch 1060m, 8622m, 2950m

14

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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.(Superstructure)

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Culvert @ Ch 1060m, 8622m

14

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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..(Deckslab)

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Culvert @ Ch 1060m, 8622m

4.4

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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(Upto 600 mm dia Hume pipe)

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Culvert @ Ch 2354m, 4520m, 6700m, 7094m, 7120m

25

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Earthwork in excavation for foundation of structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

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3.00 M Span RCC slab Culvert @ Ch 1060m

96.63

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4.00 M Span RCC slab Culvert @ Ch 2354m

98.35

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Hard Bed @ Ch 2950m

59.03

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3.00 M Span RCC slab Culvert @ Ch 4520m

96.63

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5.00 M Span RCC slab Culvert @ Ch 6700m

224.19

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1.50 M Span RCC slab Culvert @ Ch 7094m

90.3

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1.50 M Span RCC slab Culvert @ Ch 7120m

90.3

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2.00 M Span RCC slab Culvert @ Ch 8622m

96.63

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Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick, wellrammed, watered and compacted complete complying as per Technical Specification Clause 305.3.9

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3.00 M Span RCC slab Culvert @ Ch 1060m

11.05

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4.00 M Span RCC slab Culvert @ Ch 2354m

11.24

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3.00 M Span RCC slab Culvert @ Ch 4520m

11.05

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5.00 M Span RCC slab Culvert @ Ch 6700m

28.03

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1.50 M Span RCC slab Culvert @ Ch 7094m

10.31

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1.50 M Span RCC slab Culvert @ Ch 7120m

10.31

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2.00 M Span RCC slab Culvert @ Ch 8622m

11.05

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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 as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203

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3.00 M Span RCC slab Culvert @ Ch 1060m

11.04

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4.00 M Span RCC slab Culvert @ Ch 2354m

11.24

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Hard Bed @ Ch 2950m

12.34

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3.00 M Span RCC slab Culvert @ Ch 4520m

11.04

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5.00 M Span RCC slab Culvert @ Ch 6700m

18.68

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1.50 M Span RCC slab Culvert @ Ch 7094m

10.32

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1.50 M Span RCC slab Culvert @ Ch 7120m

10.32

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2.00 M Span RCC slab Culvert @ Ch 8622m

11.04

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203 ( Below sill level)

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3.00 M Span RCC slab Culvert @ Ch 1060m

54.38

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4.00 M Span RCC slab Culvert @ Ch 2354m

53.36

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3.00 M Span RCC slab Culvert @ Ch 4520m

54.38

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5.00 M Span RCC slab Culvert @ Ch 6700m

120.94

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1.50 M Span RCC slab Culvert @ Ch 7094m

50.64

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1.50 M Span RCC slab Culvert @ Ch 7120m

50.64

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2.00 M Span RCC slab Culvert @ Ch 8622m

54.38

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203. (Above Sill)

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3.00 M Span RCC slab Culvert @ Ch 1060m

40.38

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4.00 M Span RCC slab Culvert @ Ch 2354m

43.15

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Hard Bed @ Ch 2950m

40.88

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3.00 M Span RCC slab Culvert @ Ch 4520m

40.38

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Parapet wall of Existing Culvert @ Ch 5597m

0.49

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5.00 M Span RCC slab Culvert @ Ch 6700m

106.69

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1.50 M Span RCC slab Culvert @ Ch 7094m

27.76

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1.50 M Span RCC slab Culvert @ Ch 7120m

27.76

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2.00 M Span RCC slab Culvert @ Ch 8622m

40.38

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203.(Bed Block)

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3.00 M Span RCC slab Culvert @ Ch 1060m

3.9

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3.00 M Span RCC slab Culvert @ Ch 4520m

3.9

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5.00 M Span RCC slab Culvert @ Ch 6700m

4.04

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1.50 M Span RCC slab Culvert @ Ch 7094m

3.36

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1.50 M Span RCC slab Culvert @ Ch 7120m

3.36

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2.00 M Span RCC slab Culvert @ Ch 8622m

3.54

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Cement concrete 1 : 1.5 : 3 using 20mm ISS HBG metal for all RCC item of works excluding the cost of reinforcement 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. (Bed Block)

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4.00 M Span RCC slab Culvert @ Ch 2354m

3.77

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Cement concrete 1 : 1.5 : 3 using 20mm ISS HBG metal for all RCC item of works excluding the cost of reinforcement 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. (Deck Slab)

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3.00 M Span RCC slab Culvert @ Ch 1060m

8.1

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4.00 M Span RCC slab Culvert @ Ch 2354m

13.32

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3.00 M Span RCC slab Culvert @ Ch 4520m

8.1

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5.00 M Span RCC slab Culvert @ Ch 6700m

18.71

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1.50 M Span RCC slab Culvert @ Ch 7094m

3.31

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1.50 M Span RCC slab Culvert @ Ch 7120m

3.31

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2.00 M Span RCC slab Culvert @ Ch 8622m

4.68

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Supplying and fabricating and placing in position of MS steel or 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 standard specification.

-

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3.00 M Span RCC slab Culvert @ Ch 1060m

0.88

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4.00 M Span RCC slab Culvert @ Ch 2354m

1.28

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3.00 M Span RCC slab Culvert @ Ch 4520m

0.88

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5.00 M Span RCC slab Culvert @ Ch 6700m

2

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1.50 M Span RCC slab Culvert @ Ch 7094m

0.35

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1.50 M Span RCC slab Culvert @ Ch 7120m

0.35

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2.00 M Span RCC slab Culvert @ Ch 8622m

0.48

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Providing and fixing 6mm Bitumen felt for expansion joint between Dirt wall and Deck slab including all labour charges etc., complete as directed by the departmental officers.

-

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3.00 M Span RCC slab Culvert @ Ch 1060m

15

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4.00 M Span RCC slab Culvert @ Ch 2354m

15

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3.00 M Span RCC slab Culvert @ Ch 4520m

15

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5.00 M Span RCC slab Culvert @ Ch 6700m

15

-

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1.50 M Span RCC slab Culvert @ Ch 7094m

15

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1.50 M Span RCC slab Culvert @ Ch 7120m

15

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2.00 M Span RCC slab Culvert @ Ch 8622m

15

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Providing and fixing Tar Paper for bearing Between Bed Block and Deck slab including all labour charges etc., complete as directed by the departmental officers.

-

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3.00 M Span RCC slab Culvert @ Ch 1060m

4.5

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4.00 M Span RCC slab Culvert @ Ch 2354m

6

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3.00 M Span RCC slab Culvert @ Ch 4520m

4.5

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5.00 M Span RCC slab Culvert @ Ch 6700m

6

-

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1.50 M Span RCC slab Culvert @ Ch 7094m

4.5

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1.50 M Span RCC slab Culvert @ Ch 7120m

4.5

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2.00 M Span RCC slab Culvert @ Ch 8622m

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 specifications clauses 614, 709, 1204.3.7

-

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3.00 M Span RCC slab Culvert @ Ch 1060m

12

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4.00 M Span RCC slab Culvert @ Ch 2354m

12

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3.00 M Span RCC slab Culvert @ Ch 4520m

12

-

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5.00 M Span RCC slab Culvert @ Ch 6700m

12

-

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1.50 M Span RCC slab Culvert @ Ch 7094m

12

-

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1.50 M Span RCC slab Culvert @ Ch 7120m

12

-

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2.00 M Span RCC slab Culvert @ Ch 8622m

12

-

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Gravel filling between bodywall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete with standard specifications and as directed by the departmental officers.

-

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3.00 M Span RCC slab Culvert @ Ch 1060m

8.81

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4.00 M Span RCC slab Culvert @ Ch 2354m

9.14

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3.00 M Span RCC slab Culvert @ Ch 4520m

8.81

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5.00 M Span RCC slab Culvert @ Ch 6700m

93.41

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-

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1.50 M Span RCC slab Culvert @ Ch 7094m

7.7

-

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1.50 M Span RCC slab Culvert @ Ch 7120m

7.7

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2.00 M Span RCC slab Culvert @ Ch 8622m

8.81

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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 401 Grading III

-

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Hard Bed @ Ch 2950m

23.86

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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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Hard Bed @ Ch 2950m

11.93

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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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Hard Bed @ Ch 2950m

11.93

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

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Hard Bed @ Ch 2950m

37.5

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Providing and fixing logo board

5

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Providing and fixing Citizen board

1

-

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Providing and fixing Maintenance information board

1

-

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Providing and fixing Name board

1

-

-

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Providing and fixing 90 CM Equilateral Triangle Cautionary Sign board

16

-

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Providing and fixing 60 CM Circularl Madatory Sign board

1

-

-

... More
Providing and fixing Chevron Signs 90 CM Octagon (Curves)

20

-

-

... More
Providing and fixing Reflector

10

-

-

... More
Providing and fixing KM Stone

8

-

-

... More
Providing and fixing HM Stone

36

-

-

... More
Providing and fixing Guard stone

45

-

-

... 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

1

-

-

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

1

-

-

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

1

-

-

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

1

-

-

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

1

-

-

... 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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