Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 May 2023
Closing Date31 May 2023
Tender Amount₹ 3,21,64,000
Costs
EMD
₹ 6,43,280Document Cost
₹ 6,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDJK_211357_2Bid Award Id
ViewTender No
e-NIT No. 10 of 2023-24 Dated 06-05-2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Hard Rock (Requiring Blasting )
853.48
571575
669.7
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% Plumb
1913.3
7779095
4065.8
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
-
-
-
Full Rate
1750.34
4123713
2355.95
Labour Rate
587.13
1057098
1800.45
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete
4135.08
1084631
262.3
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 kinds of soil :
1882.5
474484
252.05
Hand packed stone filling in horizontal level including cost of stone
134
82651
616.8
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
1396.9
277564
198.7
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)
27.82
137525
4943.4
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
121.5
714110
5877.45
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)
5.46
38720
7091.6
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)
16.5
72608
4400.5
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate
180
90900
505
Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
835.3
1005826
1204.15
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.
835.3
641635
768.15
Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm
417.64
502901
1204.15
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.
417.64
320810
768.15
Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B)
285.67
343989
1204.15
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
5568.75
414036
74.35
Providing and laying Bituminious Macadam using crushed stone aggregate fo specified grading premixing with bituminious binder, transported to site by tipers, laid over a previously prepared surface with paver finish requipped with elctronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tendem rollers as per specifications to achieve the desiredcompactio and denisity complete as per specifications and directions of Engineer-in-charge 50 to 100mm average compacted thickness with bitumin of grade VG-10 @3.5% (percentage by weight of total mix) prepared in batch type hot mix plant of 100-120 TPH capacity.
278.43
2391978
8590.95
2.5cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100sqm and 52kg and 56kg of hot bitumin per cum of stone chippings of 13.2mm and 11.2mm size respectively including a tack coat with hot straight run bitumin including consolidation with road roller of 6 to 9 tonne capacity etc complete (track coat to be paid for seperately) with paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per Kg of asphalt
5563.75
1501377
269.85
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.
5568.75
564671
101.4
Slip clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
1513.8
455880
301.15
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars
819
64332
78.55
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
-
-
-
Stone for an average lead of 5 Kms.
1106.31
233453
211.02
Earth for an average lead of 1 Kms.
4019
596580
148.44
Sand for an average lead of 35 Kms.
1552.12
744101
479.41
Stone aggregate for an average lead of 25 Kms
2799.33
1100192
393.02
Steel for an average lead of 44 Kms.
0.81
401
495.31
Cement for an average lead of 44 Kms
45
22288
495.31
05 Years Maintenance Charges
-
-
-
1st Year (1.00%)
1
292408
292408.86
2nd Year (1.50%)
1
438613
438613.3
3rd Year (2.00%)
1
584817
584817.73
4th Year (2.50%)
1
731022
731022.16
5th Year (3.00%)
1
877226
877226.6
Evaluation Notes How It Works ?
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