Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 May 2023
Closing Date6 Jun 2023
Tender Amount₹ 2,34,28,000
Costs
EMD
₹ 4,68,560Document Cost
₹ 5,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDJK_212381_1Bid Award Id
ViewTender No
NIT18-2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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Supply, stacking and laying of GSB Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from approved source to site of work complete. Finished work to be measured.
821.25
834390
1016
... More
(B) WBM G-II
-
-
-
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Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid.
410.63
869977
2118.64
... More
(C) Construction Of Cement Concrete Concrete Drain
-
-
-
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Earth work excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth 1.5mtrs in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50M and lift upto 1.50 M, disposal earth to be levelled and neatly dressed incl. dewatering etc as per the directions of Engineer Incharge complete.
302.5
67381
222.75
... More
P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting complete job.
90.75
76906
847.45
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) complete.
60.5
266758
4409.23
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to Floor V- level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) complete .
154.27
749596
4858.99
... More
Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,Surfaace Drain etc complete.
605
146809
242.66
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12mm thick cement plaster in 1:6 mix (1 cement 6 sand) etc complete.
1028.5
232019
225.59
... More
50mm cement concrete flooring in 1:2:4 (1 cement: 2coarse sand: 4 graded stone agg., 20mm nominal size finished with a floating coat of neat cement slurry complete.
151.25
72053
476.39
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Carriage of Material:- Stone agg. 40mm avg lead of 10 Kms
193.29
45707
236.47
... More
Sand for an average lead of 14 Kms
116.54
32729
280.84
... More
(D) Construction Of R/Wall
-
-
-
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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 kinds of soil :
409.5
89131
217.66
... More
P/L of dry stone soling duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete.
63
53389
847.45
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) complete job.
63
277781
4409.23
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to Floor V- level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) complete job.
789.78
5063153
6410.84
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Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,R/Wall, walls (any thickness) etc complete job.
2340
1247220
533
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Supplying, stacking and filling of nallah muck/stones behind R/Wall including spreading, watering, dressing and ramming in 15/22 cm layers and consolidation with D.R.R of 08-10 tonne capacity to the required gradient and camber complete job.
351
252835
720.33
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Providing/fixing and placing 100mm dia PVC pipe of prince quality of required length at required spacing for weep holes complete.
180
36000
200
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Carriage of Material:- Stone agg. 40mm avg lead of 10 Kms
767.46
181481
236.47
... More
Sand for an average lead of 14 Kms
383.7
107758
280.84
... More
(E) Construction Of 1 x 4 Mtr. Span RCC Slab Culvert
-
-
-
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Earth work in excavation by manual/mechanical means in trenches for foundations of structures, 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 :incl. dewatering.
48.75
19759
405.33
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P/L of dry stone soling (Nallah) duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete.
5.04
4271
847.45
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) complete job.
3.36
14815
4409.23
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P/L, in position reinforced cement concrete of specified grade excluding the cost of centering & shuttering. in 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate of 20 mm Nominal size upto Plinth Level etc complete job.
28.8
190080
6600
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P/L, in position reinforced cement concrete of specified grade excluding the cost of centering & shuttering. in 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate of 20 mm Nominal size upto Plinth Level complete job.
54
301633
5585.8
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Reinforcement for RCC work including straightening ,cutting ,bending, placing in position and binding all complete (Thermo Mechanically treated bars) etc complete.
3456
328320
95
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Centering and shuttering incld. strutting ,propping etc. and removal of form work for Raft, Cap etc complete job.
22
5338
242.66
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Centering and shuttering incld. strutting ,propping etc. and removal of form work for Slab etc complete job.
24
14607
608.64
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Centering and shuttering incld. strutting ,propping etc. and removal of form work for edges of Slabs etc complete job.
22.4
4977
222.2
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Centering and shuttering incld. strutting ,propping etc. and removal of form work for Wheel guards etc incl. carriage complete job.
88.8
47330
533
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Providing and Laying of filter media with granular nallah bed materials to a thickness of not less than 600mm with smaller size towards the soil & bigger Size towards the wall & provided over the entire surface behind abutmrnts, wing wall & R/wall to the full height compacted to a firm condition complete incl. all leads, lifts, loading, unloading and carriage etc complete.
29.64
21350
720.33
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Carriage of Material:- Stone agg. 40mm avg lead of 10 Kms
77.97
18437
236.47
... More
Sand for an average lead of 14 Kms
38.99
10949
280.84
... More
(F) Construction Of 2.0 Mtr. Span RCC Box Culvert
-
-
-
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Earth work in excavation by manual/mechanical means in trenches for foundations of structures, 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 : incl. dewatering.
65.52
26612
406.18
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P/L of dry stone soling (Nallah) duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete.
3.42
2898
847.45
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) etc complete job.
2.28
10053
4409.23
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P/L, in position reinforced cement concrete of specified grade excluding the cost of centering & shuttering. in 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate of 20 mm Nominal size in walls (any thickness) incl. attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor v-level etc complete job.
24.06
191576
7962.45
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Reinforcement for RCC work including straightening ,cutting ,bending, placing in position and binding all complete (Thermo Mechanically treated bars) etc complete.
2.88
273600
95000
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Centering and shuttering incld. strutting ,propping etc. and removal of form work in Foundation, Footings, Bases of columns etc for mass concrete complete.
47.08
11424
242.66
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Supply & filling of granular materials (nallah) of specified size for back filling behind Abutments including ramming, compacting, all inclusive leads, lifts, loading, un-loading, cost and carriage of materials from approved source to site of work complete.
17.6
12677
720.33
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Providing/fixing and placing 100mm dia PVC pipe of prince quality of required length at required spacing for weep holes complete.
12
2542
211.86
... More
Carriage of Material:- Stone agg. 40mm avg lead of 10 Kms
23.7
5604
236.47
... More
Sand for an average lead of 14 Kms
11.83
3322
280.84
... More
(G) Supply/laying of RCC spun pipes incl. aligning/cushioning etc incl. carriage complete.
-
-
-
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9" dia RCC pipes
58.32
98847
1694.91
... More
12" dia RCC pipes
63.18
160626
2542.37
... More
18" dia RCC pipes
31.59
120470
3813.55
... More
(H) Pavement
-
-
-
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Providing laying compacting graded stone aggregate to Wet-Mix Macadam specification incl. premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tipperto site laying in uniform layers with paver in sub-Base/Base course on well prepeard surface and rollingwith vibrator roller to achive the desired density and compacted thickness incl. all loading, un-loading and all carriages upto site of work
(75mm compacted thickness)
410.63
765578
1864.4
... More
Providing and applying tack coat using hot straight run bitumen of V-G 10 Grade on the prepared surface and cleaned with hydraulic broom as per technical specification clause 503 of MOST specifications incld. Carriage of materials loading, unloading incld. All taxes involved on account of labour and material incld. cost of bitumen. On WBM surface @0.75kg/sqm.
5475
375804
68.64
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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 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 mm 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.
273.75
2162159
7898.3
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Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge incl. carriage. 25mm compacted thickness with bitumen of grade VG 10 @ 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.
5475
1484710
271.18
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Providing and laying 6mm thick 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 incl. all carriage all complete.
5475
501072
91.52
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Maintenance Cost for 5 Years
-
-
-
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1st Year
1
213500
213500
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2nd Year
1
320250
320250
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3rd Year
1
427000
427000
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4th Year
1
533750
533750
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5th Year
1
640500
640500
Evaluation Notes How It Works ?
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