Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Jul 2022
Closing Date19 Jul 2022
Tender Amount₹ 2,64,12,000
Costs
EMD
₹ 5,28,240Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDJK_178346_3Tender No
fresh e-NIT No. 21 of 2022-23 dated 08.07.022Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement including cement slurry, but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal size stone aggregate.
414
-
505
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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 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)
60
-
5684.3
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Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed
510
-
4943.4
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1st Year
1
-
192000
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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
1238
-
710.85
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Providing & 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 fine sand : 10 graded stone aggregate 40 mm nominal size) Nallah
148
-
4029.15
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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, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills,sunken floors fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing-1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nommal size (Crushed)
198
-
6608.35
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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
8250
-
42.1
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Earth work in bulk excavation by manual means 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
-
-
-
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Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
573
-
5722.8
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Centering & shuttering including strutting, propping etc. & removal of form work for Foundations, footings, bases of columns etc. for mass concrete
2042
-
262.3
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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
8250
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78.15
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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
8250
-
194.55
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Hard rock blasting prohibited @ 10%
651
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1069.1
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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
1007
-
198.7
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Dry random rubble masonry with hard stone in foundation & plinth with bond stones.
541
-
2462.7
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Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
217
-
372.85
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Carriage of material by Mech. Transport from source to site of work including loading, unloading & stacking complete
-
-
-
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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
135
-
5409.95
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Maintenance Part
-
-
-
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4th Year
1
-
770000
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12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand).
778
-
241.75
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2nd Year
1
-
288000
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Ordinary rock @ 20%
86
-
470
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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.
-
-
-
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Supplying and stacking at site crusher dust
99
-
330
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Stone agg. Below 40 mm av lead 8 km
1499
-
218.28
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Stone agg. Above 40 mm av lead 8 km
1267
-
237.26
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Dumping stone filling including cost of stonesin horizontal on level.
208
-
616.4
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3rd Year
1
-
385000
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All kinds of soil @ 80%
932
-
436
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Centering & shuttering including strutting, propping etc. & removal of form work for walls, (any thickness) including attached pilasters, buttresses, plinth & string courses etc.
1430
-
573.85
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Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
1238
-
564.6
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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 WBM @0.75 kg/ sqm
8250
-
55.45
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All Kind of soil @ 80%
342
-
252.05
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Sand av lead 40 km
684
-
522.62
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Ordinary rock @ 20%
1301
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378.35
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All Kind of soil @ 70%
4555
-
188.75
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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 uniform layers with mechanical paver finihser in sub- base/ base course on well prepared surface and compecting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer- in- charge
619
-
1041.5
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Providing & laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to stie 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 tendem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions fo 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
412
-
5770.9
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5th Year
1
-
770000
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Stone for an average distance of 8 km.
1354
-
256.8
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