Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Mar 2025
Closing Date26 Mar 2025
Tender Amount₹ 83,00,000 
Notes
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Costs

Description

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BOQ Items

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Providing, laying, spreading material (CTB) on prepared sub base adding 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 strenght and to form a layer of base.

689

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2356380

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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

9187

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183740

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

9187

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1497481

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Seal Coat 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 A. By Manual Means Case - III : Type C (I) Bitumen (S-90)

9187

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578781

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Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge.

2.45

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143815

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(a) As in item 251 (a) above but excavation in soil mixed with Moorum, shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. (where machine can not move ) AS per SI No. 252(A)

36.3

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3267

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Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per SI No. 281

4.7

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22795

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S/L 600mm dia NP-3 class R.C.C. hume pipes

15

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41400

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(B) M-150 Brick Work in in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work As per SI No. 305

13.2

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59664

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2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1") graded approved stone grit, laid in panels finished with 3 mm. (1/8") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3") thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½") gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. But floor shall be 4 cm (1½") thick instead of 2.5 (1") thick and without base concrete. As per SI No 605

6

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1980

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12 mm thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. but with 1:4 cement and Corse sand As per SI No. 584 (A)

50

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8250



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