Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Jan 2024
Closing Date19 Jan 2024
Tender Amount₹ 31,00,000 
Notes
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Costs

Description

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BOQ Items

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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.(as per S.O.R.S.I. No-305)

332

1826000

5500

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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.O.R.S.I. No.-288

45.5

341250

7500

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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. (as per S.O.R.S.I.No-504)

54

302400

5600

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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.O.R S.I. N.O.279(a).

17

94350

5550

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12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 3 part of find sand of 1.25 fineness modulus. (as per S.O.R.S.I. No.-582

159.5

23127

145

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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 (as per S.O.R..Ch.N.O.12 S.I.N.O.12.9 1204.3.7

14

21700

1550

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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(as per S.O.R. Ch-12 S.I.N.O.12.9)

25

2500

100

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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications(as per S.O.R Ch.N.O.14 S.I.N.o.14.1 1301)

86

131838

1533

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Construction of Embankment with approved material obtained from Borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification clause 301.5

56

3920

70

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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% Unslaked lime(Fresh lime with minimum content 70 % CaO) including its mixing with rotavetor complete

110

37400

340

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

20.2

38380

1900

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Providing, laying, spreading and compacting stone aggregates of 45-63.mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / blinding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-II as per technical specification clause 405

11.2

26880

2400

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Providing, laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405

11.25

27112

2410

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Brick edging on both sides of road with M-150 class bricks on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required temples in proper alignment & also dressing ramming the excavated earth and directed by Engineer-in-Charge

0.04

3000

75000

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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 to 1.00kg/sqm using mannual means. Clause 502

150

6300

42

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Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 to 0.45 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

150

2250

15

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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 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 A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I)Bitumen (S-90)

150

20700

138

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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

150

7200

48

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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.(Patri)

47

3384

72



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