Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Dec 2024
Closing Soon21 Dec 2024
Tender Amount₹ 22,63,939 
Notes
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Costs

Description

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BOQ Items

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plain cement concrete in open foundation complete as per drawing and technical specifications .PCC M 20 Grade ( 1:1.5:3)

43.91

4153

182380.19

... More
Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).

8.78

55

485.36

... More
Carriage of material BRICKS

15.49

967

14988.12

... More
CEMENT

18.1

502

9097.06

49.48

263

13052.82

... More
STONE CHIPS

37.76

338

12770.43

... More
Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

63.72

151

9673.97

... More
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

21.24

589

12521.19

... More
Providing designation 75 B one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.

278.81

525

146456.1

... More
plain cement concrete in open foundation complete as per drawing and technical specifications .PCC M 20 Grade ( 1:1.5:3)

42.5

4153

176523.75

... More
Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).

8.5

55

469.88

... More
Carriage of material BRICKS

14.99

707

10600.93

... More
CEMENT

17.51

502

8800.53

48.88

263

12894.54

... More
STONE CHIPS

36.55

338

12361.21

... More
Earthwork in excavation in foundation trenches in Hard soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

147

151

22317.54

... More
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

36.75

589

21664.49

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level :1:2:4 .

6.46

4598

29704.57

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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

448

798

357504

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Carriage of material SAND

39.66

263

10462.31

... More
STONE CHIPS

5.81

338

1964.94

... More
CEMENT

2.32

456

1058.15

... More
BRICKS

12.61

595

7510.52

... More
Excavation in cutting in soil by manual means with lead up to 50M Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with all lift uo to 1.5M and lead uoto 50 metres as per Technical Specification Clause 302.3

44.61

246

10996.37

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Construction of Sub Grade & Earthen Shoulder (Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lift & leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) with lead up to 250 m as per Technical Specification claouse 303.1 Flank

8.92

131

1171.2

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Granular Sub base with close Graded Material (Table:- 400-1) By mix in place method (Construction of granular sub-base by providing well graded material, spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with sooth wheeel roller to achieve the desired density, complete as per clause 401) (ii) For Grading-II Material

44.61

1316

58737.99

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Providing P.C.C M – 200 in nominal mix of (1:1.5:3) in foundation with approved quality of 20mm to 6mm size graded and clean coarse sand of F.M (2.5 to 3.0) including screened, shuttering. Mixing cement concrete in mixer and placing in position. vibrating, striking, curing taxes and royalty all complete job as per building specification and direction of E/I.

44.61

4153

185287.64

... More
Carriage of Materials CEMENT, LEAD- 10 KM

18.37

456

8378.56

... More
SAND, LEAD - 10 KM.

19.18

234

4488.89

... More
STONE CHIPS, LEAD -15KM.

72.71

234

17017.05

... More
STONE DUST/MOORUM, LEAD -15KM.

22.75

238

5430.2

... More
Earthwork in excavation for structure as per drawing and technical specification in ordinary soil by mechanical means upto 3m

87

57

4993.8

... More
Sand filling in foundation trenches as per Drawing and Technical specification.

8.7

567

4939.86

... More
P.C.C. M10 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 foundation and compacted by vibration including curing for 14 days)

13.05

3376

44058.11

... More
random rubble masonry work in cement mortar (1:3) for foundation complete as per drawing and technical specification.

45.88

3458

158680.57

... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. Granular material

19.4

330

6408.6

... More
Random Rubble masonry work in cement mortar 1:3 for sub–structure complete as per drawing and technical specification.

39.5

3468

137017.6

... More
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.

40

110

4420

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P.C.C.M15 (1:2:4) in sub structure (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications

2.03

3746

7604.79

... More
CARRAIGE OF MATERIALS CEMENT

20.96

456

9559.86

49.92

234

11683.28

... More
STONE CHIPS

6.14

234

1437.01

... More
STONE METAL

12.3

276

3404.89

... More
BOULDER

85.35

403

34442.99

... More
Less 2300.00 per thousand for kiln burn bricks

30.48

2300

-70104

... More
GST @ 18%

1899596.25

-

341927.33

... More
Labour cess @ 1%

2241523.58

-

22415.24



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