Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Apr 2025
Closing Soon8 May 2025
Tender AmountRefer Documents
Costs
EMD
₹ 30,000Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDJK_275915_1Tender No
e-NIT No. 02 of 2025-26 dated 18.04.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 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, within a lead of 50 metres All kind of soil
1
256
256.85
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 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, within a lead of 50 metres Ordinary rock
1
493
493.5
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 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, within a lead of 50 metres Hard Rock (Blasting prohibited )
1
1196
1196.05
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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 exceeding 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 1 meter from cutting edge as directed All kind of soil
1
479
479.3
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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
1
187
187.3
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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock
1
392
392.8
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Dry random rubble masonry with hard stone in foundation and plinth With bond stone (Nallah)
1
3262
3262.1
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Dumping stone including cost of stones. in Horizontal on level
1
937
937.9
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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)
1
5402
5402.9
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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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
1
4826
4826.5
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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 20 mm nominal size) with 20% plums
1
4774
4774.46
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Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and
similar works.
1
181
181.6
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plums
1
6239
6239.42
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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 20 mm nominal size)
1
5733
5733.6
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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: 1:4:8 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1
5202
5202.9
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1
7788
7788.4
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1
6591
6591.25
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more
1
123
123.2
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Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Ordinary cement without any pigment
1
903
903.85
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.
1
93
93.4
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Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge.
1
280
280.95
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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
1
816
816.15
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Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
1
276
276.6
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete
1
286
286.35
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1
628
628.95
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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
218.4
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Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 (Recovery rate of wire crates @ the prevailing stock rates +taxes if supplied by the department)
1
1649
1649.85
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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
1
12
12.49
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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 450 mm dia. R.C.C. pipe
1
2008
2008.8
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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 600 mm dia. R.C.C. pipe
1
2415
2415.8
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Providing & Filling of RBM (River Bed Material) on road surface, including watering and compacting with power road roller under optimum moisture conditions to give at least dry density incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete
1
650
650
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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
1
1883
1883.5
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Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
1
1204
1204.15
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Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm
1
1204
1204.15
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
1
768
768.15
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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
1
1885
1885.95
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Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)
1
1204
1204.15
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Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B)
1
1204
1204.15
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Supplying and stacking at site stone dust
1
770
770
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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 at site, for all lead and lift , 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 direction of Engineer-in-charge.
1
1885
1885.95
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Providing & 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 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 mm average compacted thickness with bitumen of grade VG-30 @3.5% (percentage by weight of total mix) prepared in Drum type Hot mix plant of 60-90 TPH capacity.
1
8734
8734.85
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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 bitumen surface @ 0.50 Kg/sqm.
1
55
55.2
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2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm 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
1
268
268.15
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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 sand aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete
1
101
101.4
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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
24.12
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Stone filling hand packed in horizontal layers, including cost of stones for all lifts all job complete
1
732
732.6
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Opening out old wire crates those and re-binding after filling.
1
35
35.6
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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
189.2
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Engagement of Labour for choke drain / filling of ruts, removal / breaker of individual staggered boulders
1
553
553
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Engagement of trolly including loading/unloading, all job complete.
1
700
700
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Providing and fixing weep holes including all kind of carriages all job complete. 3'' dia
1
250
250
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Providing and fixing weep holes including all kind of carriages all job complete. 4" dia
1
350
350
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Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded
1
138
138.2
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
1
156
156.95
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Dismantling wood work in frames, trusses, purlins and rafters upto 10
meters span and 5 meters height including stacking the material within 50
meters lead : Of sectional area 40 sqcm. and above.
1
3488
3488.65
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Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like
components including cost of screws etc. complete Second class deodar ( for repair of old wooden bridges)
1
264865
264865
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Providing and fixing of Second class deodar wood in planks (for repair of old wooden bridges)
1
76905
76905
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Finishing with Deluxe multi surface paint system for interiors and
exteriors using primer as per manufacturers’ specifications:Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture
1
147
147.05
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Supply of labour for repair works
-
-
-
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Black smith Ist class
1
806
806
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Carpanter Ist class
1
806
806
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Carpenter 2nd class
1
734
734
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Mason Ist class
1
806
806
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Mason 2nd class
1
734
734
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Painter
1
734
734
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Mazdoor
1
553
553
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Malli
1
553
553
... More
Sweeper
1
553
553
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Manual labour for carriage of Steel for repair of old wooden briges lead 500 m
1
579
579.28
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Manual labour for carriage of timber for repair of old wooden briges lead 500 m
1
372
372.41
... More
Carriage of material by M.T incl loading/unloading & stacking complete Sand av lead 140 km
1
1734
1734.74
... More
Carriage of material by M.T incl loading/unloading & stacking complete Stone agg below 40 mm av lead 70 km
1
961
961.94
... More
Carriage of material by M.T incl loading/unloading & stacking complete Stone above 40 mm av lead 70 km
1
1045
1045.64
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Carriage of material by M.T incl loading/unloading & stacking complete Stone av lead 10 km
1
328
328.31
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