Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 Dec 2024
Closing Date28 Jan 2025
Tender Amount₹ 54,00,000 
Notes
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Costs

Description

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical specification clause 405

177

4700

831900

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clause 405

210

4900

1029000

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Brick edging on both side of road of 1st class brick 8 cm. (3") wide and 12 cm. (4.5) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour, T&P sudries required for proper completion of work material.(SOR 765)

0.63

82000

51660

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Providing and applying primer coat with bitumen emulsion (SS2) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical specifications Clause 502

2362.5

35

82687.5

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Providing and applying tack coat with bitumen VG-10 at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

2362.5

14

33075

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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by a seal coat of either Type c as per technical Specication clause 508

2362.5

185

437062.5

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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

2362.5

65

153562.5

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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying primer, sealant, as per design, admixtures as approved, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

67.5

8500

573750

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Construction of Embankment with approved material obtained from borrow pits with all lifts & leads upto 2.00 km , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

240

190

45600

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Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 fine sand : 8 brick aggregate 40 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. SOR No. 274

26

4100

106600

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Providing and laying Cement concrete 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone ballast ballast 20mm nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in founation adn floors. SOR No. 284A

27

8600

232200

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Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. SOR No. 504

21

7500

157500

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First class brick work in 1 : 4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. SI No. 305b

11.8

5390

63602

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Struk Pointing with cement mortar (1:2) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 SI 574

42.3

210

8883

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Providing and laying reinforced cement conrete pipe (600mm HP) NP3 for culverts o 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 parapets Clause 1106.

15

3100

46500

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Providing and laying reinforced cement conrete pipe (350mm HP) NP3 for culverts o 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 parapets Clause 1106.

15

1700

25500

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12mm thick plaster with cement mortar in praportion of 1:2 cement and fine sand of 1.25 FM S.I.No. 580

1.96

190

372.4

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Providing & fixing Km stone, Hectometer stone & sign Board etc. complete

1

10000

10000

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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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) 1St Year Maintenance Cost @ Charge - 0.00% (Total Cost of Item nos. 1 to 21)

1

-

-

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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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) 2nd Year Maintenance Cost @ PC 0.75%+CC 0.25% (Total Cost of Item nos. (1 to10+12 to 21+ for PC)+(5+11 For CC Road)

1

35344

35344.18

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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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) 3rd Year Maintenance Cost @ PC 1.50%+CC 0.50% (Total Cost of Item nos. (1 to10+12 to 21+ for PC)+(5+11 For CC Road)

1

70688

70688.36

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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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) 4th Year Maintenance Cost @ PC 2.25%+CC 0.75% (Total Cost of Item nos. (1 to10+12 to 21+ for PC)+(5+11 For CC Road)

1

106032

106032.53

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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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) 5th Year Maintenance Cost @ PC 3.00%+CC 1.00% (Total Cost of Item nos. (1 to10+12 to 21+ for PC)+(5+11 For CC Road)

1

141376

141376.71



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