Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 1,42,65,000 
Notes
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Costs

Summary

Construction Work Of Connecting Road From Dadhat Mela Ground To Kidari

Description

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BOQ Items

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cement treated Base Providing, laying, spreading Material on a prepared sub base, OPC cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road rollar at OMC to achieve the desired unconfined compressive strength to form a layer of base.

1365

2650

3617250

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Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granulars surface cleaned with Hydraulic broom as per Technical pecification Clause 503.

9750

18

175500

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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) 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 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 either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I)Bitumen (S-90)

9750

137

1335750

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Seal Coat Providing and laying seal coat by Manual Means with VG-10 Grade Bitument 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

9750

49

477750

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Construction of subgrade and earthen shoulder with approved matarial obtained from borrow pit with all lift and lead, transporting 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 300.1 including stablization with 2% slaked fresh lime including its mixing with rotavetor complete

2000

310

620000

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Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & 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 from the foundation trenches.(S.I.No. 251)

340

120

40800

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

26

1000

26000

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Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (S.I. No-279)

12.4

5000

62000

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Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. S,I No. 305

125

5500

687500

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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone ballast in the propotion of 1 : 1.5 : 3 in bed of causeway 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 shuttring etc. and also icnluding supply etc. and also including supply of all material, labour and T&P etc. required for proper completion of the work Binding wire cost being included in the item.As per S.I. No.-288

12

7400

88800

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Mild steel or iron wirk in plain work such as reinforced. Concrete or brick work (When not included in an over all rates) Wrought to required shape as necessary including binding for proper completion of the work and including supply of all steel wastage and over laping and hooks. S.I.No-504)

14

5600

78400

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Cement concrete with 20mm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per S.I. 279(a).

2.5

5500

13750

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12mm thick plaster on brick work minimum thickness not less than 10mm with cement and approved coarse sand mortar in 1:3..(SI. No-582)

75

145

10875

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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 hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 S.I.No Ch-12 (12.11)

16

1600

25600

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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 617. 709, 1204.3.7 S.I.No Ch-12 (12.9)

50

100

5000

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Bedding for Pipe Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

9.4

1500

14100

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Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion6:3:1 including supply of all materials,labour and tools and plants etc . required for proper completion of the work. SI NO-280

8.8

4400

38720

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Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. (Chpt-8 Add Item (b)

247

3800

938600

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Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work S.I.No-577

239

145

34655

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry . work in head walls and parapits clause 1106. S.I.No-9.4(a) 1000 mm dai

22.5

5900

132750

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry . work in head walls and parapits clause 1106. S.I.No-9.4(C) 600 mm dai

15

2600

39000

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Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (S.I.No. 281)

8.7

4200

36540

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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703

2

2700

5400

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Reinforced cement concrete M15 grade Hectometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703

11

690

7590

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Providing and fixing of typical informatory sign board as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

2

15000

30000

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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 28)

1

-

-

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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of First Year (@ 0.75% of Total Work Amount of 1 to 28)

1

97611

97611

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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of First Year (@ 1.5% of Total Work Amount of 1 to 28)

1

195222

195222

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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of First Year (@ 2.25% of Total Work Amount of 1 to 28)

1

292833

292833

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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of First Year (@ 3.00% of Total Work Amount of 1 to 28)

1

390445

390445



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