Public Works Department Tender

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Public Works Department - PWD Tender

Eprocure
Opening Date27 Sep 2021
Closing Date11 Oct 2021
Tender Amount₹ 1,72,41,419 
This is an estimated amount, exact amount may vary.
Notes
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Costs

  • EMD

    ₹ 3,50,000
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications as per CSR 24.7

2225.82

-

1629.65

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Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications as per CSR 24.11 (ii) Without Screening

1669.36

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1542.67

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Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications as per CSR 24.12 (ii) Without Screening

1669.36

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1542.64

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Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications as per CSR 24.24

22258.18

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73.81

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Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications as per CSR 24.16 (b)

22258.18

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20.78

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Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications as per CSR 24.25a

22258.18

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124.46

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Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications) as per CSR 24.28 (C ) Seal Coat Type B

22258.18

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50.21

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Dresing of Earth Work as per CSR 6.3 (i)

17879

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1.23

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Construction of 300 Dia Hume Pipe Culvert as per Standerd drawing & design complete in all respect as per PWD specifications.

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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with require ments of lines, grades and cross sections, including all lifts and combined lead upto 30m. as per CSR 6.19

121.59

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34

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Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type as per CSR 10.12 a (ii)

32.76

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3486.1

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Supply & Laying of 300 mm dia R.C.C Hume pipes N.P type III with Coller as per CSR 29.46 C (e )

157.5

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1287

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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth as per CSR 11.7

51.45

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5301.55

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Cement Pointing 1:2 deep Varity CSR 15.59

175.77

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127.95

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Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type as per CSR 10.13 a (ii)

1.68

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4887.1

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Construction of 3mm Span Slab type Culvert as per Standerd drawing & design complete in all respect as per PWD specifications.

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-

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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with require ments of lines, grades and cross sections, including all lifts and combined lead upto 30m. as per CSR 6.19

80.93

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34

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Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type as per CSR 10.12 a (ii)

8.85

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3491.89

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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth as per CSR 11.7

50.36

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5302.58

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Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. As per CSR 10.21

12.28

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6158

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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete as per CSR 18.18

12.28

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6497

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Pointing with Cement Mortar (1:2) on brickwork as per technical specification CSR 15.59

34.8

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127.96

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Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type as per CSR 10.13 a (ii)

3.87

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4892.65

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Centering and Shutting

50.4

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581

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Sand Filling in Foundation as per CSR 21.3

14.1

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1325.12

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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. as per CSR 22.15 (iii)

15

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374.91

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Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications

11

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5219.08

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Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 30 i.e. Rs 17339474.34

17339474.34

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