Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Eprocure
Opening Date28 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 3,79,58,600 
Notes
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Costs

Summary

Zp/ramgarh/08/2024-25 2nd Call Gram Panchayat Chhattarmandu Ke Badki Nadi Me Shambhu Bediya Raj Bediya Ke Krishi Farm Ke Bagal Me Puliya Ka Nirman

Description

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BOQ Items

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DO_NOT_SHOW

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Depth between 3m to 6m

481.94

63

30458.61

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Excavation for structures in ordinary Rock not requiring blasting (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means

321.3

318

102430.44

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PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)

27.98

3376

94463.28

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15) Annular Filling

111.44

3376

376232.58

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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using batching plant,transit mixer & Concrete pump)

427.19

4378

1870365.98

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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification

792.04

874

692718.18

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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M25 using batching plant , transit mixer & concrete pump) Height Upto 5m

421.11

4630

1950118.3

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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification.

402

110

44421

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Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

152182.8

-

123268.07

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Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M30 RCC T-Beam & Slab (Height between 5m to 10m)

183.6

5495

1009047.24

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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

33.8

181

6141.46

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Providing drainage spout complete as per drawing and technical specification

24

817

19629.6

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Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins.

116.74

1987

232032.42

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PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump

7.88

3405

26836.44

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Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.

15.75

8747

137774.7

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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

28.9

10876

314330.85

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Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

28.23

87394

2466893.02

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Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

51.84

87744

4548871.11

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Supplying , fitting and placing HYSD bar reinforcement in super- structure complete as per drawing and technical specifications

29.64

87893

2604908.55

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Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification

1539.34

1645

2532676.1

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

57.24

1158

66306.82

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Carrying out confirmatory boring for soil investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification.

4

20000

80000

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Dewatering for Foundation diesel pump 10 HP (2 x 8 hours x 8 days) = 128 x 12( A1 + A2 + 2 Pier )

512

300

153600

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APPROACH ROAD PART

-

-

-

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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 table 300-2.

1325.34

61

81481.9

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Construction of embankment with approved materials obtained from Borrow Pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading, to required slope and compacting to meet requirement of table 300-2.

14817.65

129

1924812.74

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Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

675

129

87682.5

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Compacting original ground supporting embankment ( Rolling with vibratory roller)

337.5

52

17752.5

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Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

189.34

1437

272195.18

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Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

177.19

1701

301417.91

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Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

1181.25

80

94854.38

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Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

1181.25

12

14883.75

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Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

1181.25

148

175297.5

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Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

1181.25

54

63905.63

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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)

100

545

54580

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GUARD WALL PART

-

-

-

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Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Manual means.

241.6

57

13867.84

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Sand filling in foundation trenches as per Drawing and Technical specification

22.98

567

13048.04

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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )

88.4

3376

298447.24

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Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.

241.6

3458

835597.76

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.

153.2

3468

531420.16

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Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

40

110

4420

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Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications

28.17

577

16265.36

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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping

6

4168

25009.2

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RETAINING WALL

-

-

-

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Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means

363.52

57

20866.05

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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M10 using batching plant & Concrete pump

27.54

3376

92977.79

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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, RCC Grade M25 using batching plant,transit mixer & Concrete pump

95.4

4378

417689.82

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M25 using batching plant, transit mixer & concrete pump

54

4630

250068.6

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Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

7.12

87394

622250.98

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Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

8.97

87744

787071.75

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

72

1645

118461.6

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Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

156

110

17238

1325.92

538

713398

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Cement

786.78

967

761288.33

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Boulder

502.97

858

431694.12

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Aggregate

3568.67

712

2541892.27

125.8

874

110024.68

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Bitumen

2.52

1060

2672.71

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Bitumen Emulsion

1.07

1060

1134.84

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GST @18%

1

100

5625813.71

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Labourcess @1%

1

100

368803.34



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