Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 Mar 2025
Closing Date4 Apr 2025
Tender Amount₹ 81,82,130 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bound macadam-2 specification including spreading in uniform thickness, hand packing, rolling with smooth three wheel 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of course aggregate, watering and compacting to the reqiured density Grading 2 as per MORD Technical Specification Clause 405.

337.5

2453

827887.5

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Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bound macadam-3 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 fillup the interstices of course aggregate, watering and compacting to the reqiured density Grading 3 as per MORD Technical Specification Clause 405

337.5

2516

849150

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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 kg/sqm using mechanical means as per Technical Specification Clause 502

4500

39

175500

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Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with air compressor as per Technical Specification Clause 503.

4500

17

76500

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Providing laying & rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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-C Technical Specification Clause 508.

4500

153

688500

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grede and cross fall using Type C as per Technical Specification MORD sepecification no. Clause 510. as per Data Book item No. 5.12 (B) Case - III TypeC

4500

53

238500

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Brick edging on both sides of the road of first-class bricks 8 cm (3") wide and 12 cm. 4.5" deep laid with mud mortar Including labour and supply of bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-In- Charge. (S.I. No. 765)

1.2

68250

81900

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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. (1 Km. Cartage)

1506.3

76

114478.8

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Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (S.I. No. 251)

265.3

150

39795

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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km.(5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. (Rate is Including Royalty) (S.I. No. 255)

30.2

2070

62514

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Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 6 : 3 : 1 including supply of all materials, labour and T & P etc. required for proper completion of the work. (S.I. No. 280)

28.1

5480

153988

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Random course rubble masonary in 1:6 cement and coarse sand mortar in foundation and plinth, including supply of material as order by the Engineer-in-charge, labour, T&P etc, required for proper completion of work (S.I. No. 374 addi. Item No.1 )

300.1

4020

1206402

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R.C.C work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour& T&P etc. required for proper completion of the work. Binding wire cost being included in the item. but in R.C.C. T beam and slab roofs and R.C.C. columns. S.I. No. 288 (1)

13.4

9980

133732

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Providing and applying reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapets Clouse 1106. (For 1000 mm Dia)

15

4170

62550

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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. (S.I. No. 504)

13.1

6240

81744

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Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved 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. but with 2 cm gauge approved stone ballast, coarse sand & cement in proportion 1:2:4 (S.I. No. New Item No.1 )

8

6670

53360

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Raised pointing with cement and Fine sand 1.25 F.M. mortar on brick work in proportion of 1 :2, including supply of all material, labour and T & P etc. required for proper completion of the work (S.I. No. 577)

288.9

157

45357.3

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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 specification Clauses 614, 709, 1204.3.7

100

73

7300

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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall

30

1795

53850

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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 1st year maintenance cost (0%)

1.2

-

-

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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 2nd year maintenance cost (1% Construction Cost)

1.2

63427

76112.4

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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 3rd year maintenance cost (1.5% Construction Cost)

1.2

95141

114169.2

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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 4th year maintenance cost (2% Construction Cost)

1.2

126854

152224.8

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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 5th year maintenance cost (3% Construction Cost)

1.2

190282

228338.4



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