Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Feb 2022
Closing Date17 Feb 2022
Tender Amount₹ 2,84,10,000
Costs
EMD
₹ 5,68,200Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDJK_159479_1Tender No
e-NIT No. 78 of 2021-22 Dated 03-02-2022Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and curing complete.
511.5
-
372.85
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c) Stone aggregate 40mm nominal size & above from Mashka for an average lead of 70.00 Km. by M.T.
702.63
-
849.76
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Maintenance Part:-
-
-
-
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Random Rubble masonry hard stone in foundation and plnth 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:
a) Cement mortar 1:6 (1 cement:6 coarse sand).
728.26
-
4400.5
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AMC for 3rd year @ 2.00% -do-
1
-
516552
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AMC for 1st year @ 0.80% of Rs.25827576.00
1
-
206621
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a) Sand from Mashka for an average lead of 70.00 Km. by M.T.
807.26
-
781.82
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Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr
-
-
-
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a) Foundation, footings, bases of columns etc. for mass concrete
751.32
-
262.3
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Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :-
-
-
-
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Providing and laying cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size).
389.68
-
4943.4
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Provding and laying Semi Dense Bituminous concrete using crused stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher to the required grade level and alignment and rolling with smooth wheeled vibratory and tandem rollers, to achieve the desired compaction and denisity as per specifications 25mm campacted thickness with bituminen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Drum type Hot Mix Plant of 60-90 TPH capacity (including cost of Tack coat, all leads lifts and carriage complete).
3750
-
260
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Providing and fixing informatory sign board including writing painting etc. complete job as per direction of Engineer-n-charge (LMR)
1
-
10000
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Providing ,laying,spreading and compacting graded stone aggregate 75mm thick Wet Mix Macadam specifications including premixing the material with water at OMC in Mechanical Mix plant, carriage of mixed material by Tipper to site, laying in uniform layers with paver in sub base/base on well prepared surafaces and compacting with vibrator roller to achieve the desired density including scrifing WBM/ Bitumin surface, finished work to be measured including all leads, lifts and carriage of material by MT / H.L. ( conforming to clause 406 of MORT&H speciications).
281.25
-
1041.5
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Note:- Bidder has to quote rate for construction part only whereas maintenance part amount is fixed.
-
-
-
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Dumping stones in horizontal i.e. on level including cost of stones.
551.48
-
616.4
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating earth deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.
31.08
-
198.7
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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 (150 mm thick in two layers 75mm thick each layer).
562.5
-
710.85
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AMC for 5th year @ 3.20% -do-
1
-
826482
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Dry Random Rubble masonry with hard stone in foundation and plinth with bond stones
214.62
-
2355.95
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d) Stones / boulders from local for an average lead of 5.00 Km. by M.T
2007.68
-
211.02
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b) Stone aggregate (Crusher bajree) below 20mm nominal size from Mashka for an average lead of 70.00 Km. by M.T
1008.33
-
781.82
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d) Edges of slabs and breaks in floors and walls above 20cm wide.
8.6
-
1073
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f) Crusher dust from Mashka for an average lead of 70.00 Km. by M.T
45
-
781.82
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Providing and laying 3' dia RCC Hume Pipes. NP-3. (LMR)
18
-
12000
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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 to the reqired grade level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specifications and directions of Engineering-in-Charge. 50 mm 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 (including cost of Tack coat, all leads lifts and carriage complete).
187.5
-
7395
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Hand packing stones in wire crates of B.A. wire 4mm & mesh of size 10cm x 10 cm including cost of stones & wire crates. The wire crates length should not exceed 6.00 mtr.
339.84
-
1431.89
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AMC for 2nd year @ 1.40% -do-
1
-
361586
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
1242.24
-
573.85
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c) Suspended floors, roofs, landings, balconies and access platforms
24
-
635.6
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Steel Reinforcement for R.C.C. work including straightening, cutting bending, pacing in position and binding all complete above plinth level.
a) Cold twisted bars
2002
-
79.25
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b) Ordinary rock. = 30%.
4697.74
-
378.35
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Earthwork in bulk excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.50 mtr. as directed by Engineer-in-charge.
-
-
-
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e) Stones screening from Mashka for an average lead of 70.00 Km. by M.T.
101.25
-
781.82
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Supplying and stacking of crusher dust at site.
45
-
330
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a) All Kind of soil. = 50%.
7829.56
-
188.75
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c) Hard Rock (Blasting Prohibited). = 20%
384.15
-
1130.3
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AMC for 4th year @ 2.60% -do-
1
-
671517
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b) Ordinary rock. = 30%.
576.22
-
470
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c) Hard Rock (Blasting Prohibited). = 20%
3131.83
-
1069.1
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Centering and shuttering including strutting, propping etc.and removal of form work for :
-
-
-
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Supplying and stacking at site stone screening of size. a) 13.2mm nominal size (Type A).
101.25
-
504.4
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Supplying and stacking at site graded crushed stone aggregate of size. a) 63mm to 45mm size
562.5
-
564.6
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Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with:
a) 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size).
155.7
-
4419.85
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