Public Works Department Tender
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Costs
EMD
₹ 6,35,040Document Cost
₹ 3,000Tender Fee
Refer Documents
Summary
Construction Of Link Road From Tratpa To Lharjey Zing Via Rakrok House Primary School Sogra To Kasim House Sogra Tia. (under Distt. Plan.)
Description
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Contact
Tender Id
2025_PWD_15481_3Tender No
52 of R and B Khaltsi of 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with ½ tonne roller or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8tonne sand dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kind of soil.
1341.85
537
721526
... More
Dumping stone excluding cost of stones. in Horizontal on level
10.2
232
2373
... More
Dumping stone excluding cost of stones. on Slopes (Behind pitching)
359.22
249
89672
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
290.44
5725
1662865
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
312.72
6606
2065853
... More
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
15.66
11102
173862
... More
Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
1879.2
109
205453
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete1:6:12(1cement :6 coarsesand:12graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
656.11
5730
3759766
... More
Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid with bond stone
416.19
4062
1690668
... More
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
1591
486
773528
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with Mud Mortar
916.12
2711
2484389
... More
Filling availableexcavatedearth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
65.71
220
14483
... More
Centering and shuttering including strutting, propping etc. and removal of form for
a) Foundations, footings, bases of columns, etc. for mass concrete
146.4
306
44820
... More
b) Suspended floors, roofs, landings, balconies and access platform
55.62
738
41083
... More
c) Edges of slabs and breaks in floors and walls Under 20 cm wide
92.88
181
16880
... More
Carriage of material from source to site of work by Mechnical Transport including loading unloading and stacking. a) Cement and steel an avg lead 100Km
180.03
991
178509
... More
b) Sand an avg lead 40Km
540.16
567
306519
... More
c) Stone aggregate an avg lead 30Km
550.12
476
261912
... More
d) Stone an avg lead 10Km
1988.42
319
635181
... More
Providing Fixing and laying of MS pipe 300mm dia including cost of excavation earth and refilling in position including loading, unloading and carriage ( Complete job)
21
29661
622881
... More
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-26
880
1888
1662311
... More
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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
618.75
1825
1129293
... More
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
8250
78
645893
... More
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 equiped 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 specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
412.5
8463
3491136
... More
2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm 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- 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
8250
281
2323035
... More
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 VG10 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 roller all complete.
8250
104
863693
... More
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8tonnes and dressing up, in embankments for roads, flood banks, margina lbanks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kind of soil.
1320
453
599029
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