Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date20 Jan 2024
Closing Date27 Jan 2024
Tender Amount₹ 91,35,000 
Notes
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Costs

Description

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Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30-0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5062.5

60750

12

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

5062.5

885937

175

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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 A, Type B and Type C as per Technical Specification Clause 510 Case - III : Type C (I) Bitumen (S-90)

5062.5

293625

58

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Granular Sub-Base with Well Graded Material (Table:- 400-1) - 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 Specifiation clause 401 - By Mix in Place Method

683.44

2597072

3800

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Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with lead upto 1000m as per Technical Specification Clause 303.1 as per SOR Ch-25 SI No.-19

2025

220725

109

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Edging with Straight over burnt bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth with a lead of 50 metres. as per SOR Ch-25 SI No.-21

1.35

121500

90000

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Construction of embankment with approved material obtained from borrow pits with a lift upto 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 upto 1000 m as per Technical Specification Clause 301.5 as per SOR Ch-25 SI No.-15 (For Lead upto 2 Km)

4407.75

550087

124.8

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per SOR Ch-25 SI No.-26

13.14

4139

315

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1:Cement : 3 Coarse Sand (zone-iii) 6 graded Stone aggregate 20 mm nominal size as per SOR Ch-8 SI No.-1 (4.1.5)

0.94

6209

6606

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Granular Sub-Base with Well Graded Material (Table:- 400-1) - 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 Specifiation clause 401 - By Mix in Place Method (for Providing cushion on the bed of NP3 Hume Pipe)

1.13

4068

3600

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (900mm) as per SOR Ch-25 SI No.-38

12.5

93750

7500

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Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 as per SOR Ch-25 SI No.-44

10.38

71144

6854

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Pointing with cement mortar (1:3 ) on brick work as per Technical Specifications Clause 613.3 as per SOR Ch-25 SI No.-46

19.42

1417

73

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15mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 fine sand). As per SOR Ch-15 SI No.-5

19.8

4672

236

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (600mm) as per SOR Ch-25 SI No.-38

15

55260

3684

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Add Amount For Maintainance of Road For 5 Years @ 7.50%

1

637135

637135.94



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