Public Works Department Tender

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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Restoration Maintenance Of Various Roads Under The Jurisdictioin Of Pwd Randb Division Thanamandi On Emergency Basis By Way Of Slips Drain Clearence Snow Clearance Filling Of Ruts Created Walls Etc Likely To Be Damaged During Financial Year 2025 2 in Rajouri, Jammu & Kashmir, with an estimated contract value of Rs. 15,00,000. The bid opening date for this tender is 06-06-2025 and the last date for bid submission is 19-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date6 Jun 2025
Closing Soon19 Jun 2025
Tender Amount₹ 15,00,000 
Notes
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Costs

Summary

Restoration Maintenance Of Various Roads Under The Jurisdictioin Of Pwd Randb Division Thanamandi On Emergency Basis By Way Of Slips Drain Clearence Snow Clearance Filling Of Ruts Created Walls Etc Likely To Be Damaged During Financial Year 2025 2

Description

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BOQ Items

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DO_NOT_SHOW

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In soils; mixed with Decomposed Rocks; by blasting or any other means

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411

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Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil)

1

256

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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not xceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil

1

479

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Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size)

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4826

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

1

5733

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Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah)

1

2793

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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah

1

5402

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Stone filling hand packed in horizontal on level including cost of stones.

1

937

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

1

218

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Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.

1

189

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Labourers engaged for opening of chocked HP culverts /RCC culverts and clearing of bushes.

1

553

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Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non- pressure NP-3 class (Medium duty) R.C.C. pipes

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41000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

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4653

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900 mm dia. R.C.C. pipe

1

3951

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600 mm dia. R.C.C. pipe

1

2415

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450 mm dia. R.C.C. pipe

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2008

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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:

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1:3:6 or richer mix (i/c equivalent design mix)

1

1725

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1:4:8 or leaner mix (i/c equivalent design mix)

1

1064

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Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

1

2516

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Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of nserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar

1

1458

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Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar

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1740

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Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge.

1

336

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Hand-packing stones in wire-crates including the cost of stones & including the cost of crates,( all Complete Job) NSI

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1800

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

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12

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Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.

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6

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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

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Beyond 30 cm girth upto and including 60 cm girth.

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379

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Beyond 60 cm girth upto and including 120 cm girth.

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1683

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Beyond 120 cm girth upto and including 240 cm girth.

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7795

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Above 240 cm girth

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15627

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Providing, fixing and installation in cement concerete )1:2:4) mix Flex board (280 GSM) with frames duly primed and painted with two coats.

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50

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Providing, fixing and installation of Flex board (280 GSM) without frames duly primed and painted with two coats

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20

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

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1880

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

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1885

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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

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8590

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Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages)

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1204

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Supplying and stacking of graded stone aggregate at site of size range 53mm to 22.4mm .(excluding carriages)

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1204

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Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20mm and 11.20mm nominal size)

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1204

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Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete.

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Base course with 63mm to 45mm size,

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768

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Base course with 53mm to 22.4mm size,

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768

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Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm

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74

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2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent.

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269

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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

1

101

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Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete Foundations, footings, bases of columns

1

286

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Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc

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628

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Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

1

24

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Snow Clearance by Mechanical Means using Snow Plough 4WD 60 BHP (Trucks/JCB)

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4

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Snow Clearance by Mechanical Means using Machines as specified or equivalent Snow Plough 180 HP (Ashoka Leyland Stallion- 2009

1

1

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Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.

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-

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Sand for an average distance of 150 kms by M.T

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1513

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Stone aggregate below 40 mm nominal size for an average distance 35 kms by M.T

1

520

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Stone for an average distance 10 km by M.T

1

328

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Disposal of Mulba for an an average distance of 1 Km by M.T

1

160

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Good earth for an average distance of 1 Km by M.T

1

160

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