Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date6 May 2020
Closing Date28 May 2020
Tender Amount₹ 44,22,981 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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Contact

  • Tender Id

    2020_CEUVZ_466614_1
  • Bid Award Id

    View
  • Tender No

    1635/183Com-vns circle/2020-21 Dt. 27.04.2020
  • Tender Authority

    Public Works Department View
  • Purchaser Address

    -
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Providing and embeding of cut stone on floor apron with 25x15x10cm size dressed cut stone over WBM surface including providing average 3cm thick stone dust for leveling cost and joint filling with coarse sand and 5% Bitumen mix including all cost of Labour, Fuel wood, T&P etc required for proper completion of the work (including cost of cut sone, stone dust. coarse sand and bitumen) (2x4.50m) Span R.C.C. Minor Bridge

156.62

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425

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M-150 brick work in 1:3 cement and coarse sand mortar in super structure including supply of all material, labour and tools and plants. ect. required for proper completion of work. As per SI no- 307+309 (2x4.50m) Span R.C.C. Minor Bridge

261.97

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5050

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R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 in slab including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost but for as per SI No-286b (2x4.50m) Span R.C.C. Minor Bridge

46.03

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9300

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Cement concrete with 2cm. gauge approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. As per SI no-279b (2x4.50m) Span R.C.C. Minor Bridge

37.38

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6600

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Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. S.I. No. 504 (2x4.50m) Span R.C.C. Minor Bridge

54.2

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5320

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Struck pointing with cement mortor consisting of one part of cement and two parts of fine sand of 1.25 finencess modulous on brick work including raking the joints washing and cleaning and supply of all materials labour and tools and plants required for the proper completion of the work.as perSI NO.574 (2x4.50m) Span R.C.C. Minor Bridge

344.77

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165

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Running of 5HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories at site including cost of POL as per NS (2x4.50m) Span R.C.C. Minor Bridge

80

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110

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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 foce. Complete as per drawing and Technical Specifications (2x4.50m) Span R.C.C. Minor Bridge

112

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269

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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (2x4.50m) Span R.C.C. Minor Bridge

91.44

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2027

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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular "pits not exceeding Vi meter (20") in depth and earth work in embankment to be in 20 Cm. (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5 m. (5 ft) lift and 30 m. (100') lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. (100') distance as directed by the E/I. SI No-253 Approach

377.11

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95

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Providing, laying and spreading material on a prepared sub grade, additing cement @ 2% by weight to the spread material manually , mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base Approach

52.43

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2659.6

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Providing, laying and spreading material on a prepared sub grade, cement @ 4% by weight to the spread material manually , mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base/sub-base Approach

70.88

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3285.9

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Providing and applying tack coat with bitumen using pressure distributor at the rate of 0.30 kg per sqm on the prepared non bituminous surface cleaned with hydrolic broom as per temechanical specificatiob clause 503. Approach

506.25

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10.7

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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 emuslion 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 Type 'C' as per Tehnical Specification Clause 508 Approach

506.25

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145.8

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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'C' as per Technical Specification Clause 510 Approach

506.25

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49.5



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