Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 10,94,66,000
Costs
EMD
₹ 21,89,320Document Cost
₹ 6,500Tender Fee
Refer Documents
Summary
Construction Of Link Road From Main Pmgsy Road Patnazi To Suranga Via Bhanwara Hss Patnazi Banjar And Ikhwah
Description
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Contact
Tender Id
2024_PWDJK_265281_1Tender No
Fresh e NIT No. 13 of 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Hard Rock (Blasting Prohibited)
19923.35
1128
22488481.31
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
3694
256
948803.9
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 : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
291.48
5202
1516541.29
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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
437.89
8422
3688106.63
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)
94.44
6591
622477.65
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) (Labour rates only)
2070.41
4597
9519538.14
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
1931.68
1988
3841725.18
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
64.8
7788
504688.32
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.
6480
123
798336
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
994.9
286
284889.62
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
446.23
628
280656.36
Edges of slabs and breaks in floors and walls Above 20 cm wide
43.2
1145
49468.32
Dumping stone excluding cost of stones in Horizontal on level excluding cost of stones
681.22
237
162062.24
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 (Berm Filling )
916.34
218
200128.66
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe
7.5
2902
21766.88
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
242.21
562
136158.35
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)
120
5673
680808
Supplying and stacking at site Graded crushed stone aggregate of size of range (excluding carriage) 63 mm to 45 mm
2896.88
1204
3488278.05
Supplying and stacking at site Graded crushed stone aggregate of size of range (excluding carriage) 53 mm to 22.40 mm
1448.44
1204
1744139.03
Supplying and stacking at site 11.2 mm nominal size (Type B)
770.57
1204
927881.87
Supplying and stacking at site stone screening Dust / Crusher Dust
347.53
441
153434.5
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.
4345.31
768
3337849.88
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.
19312.5
30
596756.25
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 VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
965.63
8590
8295679.05
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
19312.5
269
5211478.13
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
19312.5
101
1958287.5
Carriage of material by Mechanical Transport includig loading / unloading and stacking at site complete
-
-
-
Sand for an average lead of 46 km by MT
1252.49
696
872960.48
Stone aggregate 40mm below size for an average lead of 30 Kms
3853.83
520
2005301.9
Stone aggregate 40mm above size for an average lead of 30 Kms
3263.11
565
1845745.54
05 Years Maintenance Charges
-
-
-
1st Year (1.00%)
1
995152
995152.74
2nd Year (1.50%)
1
1492729
1492729.1
3rd Year (2.00%)
1
1990305
1990305.47
4th Year (2.50%)
1
2487881
2487881.84
5th Year (3.00%)
1
2985458
2985458.21
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