Public Works Department Tender
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Costs
EMD
₹ 7,32,800Document Cost
₹ 3,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_14818_1Tender No
CDL 154 of Leh 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
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 Batch Type Hot Mix Plant of 100-120 TPH capacity.
839.8
8692
-
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 bituminous surface @ 0.50 Kg / sqm
16796
57
-
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size 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 therate of 70 grams per kg of asphalt
16796
230
-
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 roller all complete
16796
104
-
Earth workin rough excavation,bankin gexcavated earth in layers not exceeding 20cm indepth,breakingclods,watering,rollingeachlayerwith½tonnerolleror woode nor steel rammers,androllingevery3rdandtop-most layerwithpower roller of minimum 8tonne sand dressing up inembankments for roads, flood banks,marginal banksandguidebanksor fillingupgrounddepressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil
339.7
722
-
Providing and laying of MS pipe of 1' or 12" (300mm) dia in trench including cutting the road making filling after laying of pipe via spurred gradient for efficient flood of water carriage and all complete job
31
27118
-
carriage of M.t Including loading unloading and stacking complete job earth an avg lead 5Km
339.7
251
-
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
3133.6
23
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
54.22
7993
-
Providing and laying 60mm thick faciory made cement in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid joints with line sand etc. all complete as per the direction of Engineer-in-charge.
3563.6
800
-
Earth work in excavation by mechanical means (Hydraulicexcavator)overareas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting ou tand disposal of excavated earth lead upto 50m and lift upto 1.5m ,as directed by Engineer-in-charge. Hard rock (Blasting Prohibited)
422.03
1095
-
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering,rolling each layer with ½tonne roller,or wooden o rsteel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8tonnes and dressin gup, inembankments for roads, floodbanks,marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil
938.7
453
-
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.
516.68
220
-
Carriage of Material by M.T including loading unloading and stacking complete job. A) cement and steel an avg lead 20 km
8.67
342
-
b) sand an avg lead 10Km
25.48
271
-
c) Stone agg an avg lead 11 km
48.25
307
-
Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains(notexceeding 1.5m in width or 10sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
667.88
278
-
Random rubble masonry with hard stone in foundation andplinth including levelling up with cement concrete1:6:12(1cement :6coarsesand:12graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
712.35
5730
-
Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid with bond stone
164.01
4062
-
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).
660.3
486
-
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.
438.24
220
-
providing and laying of sundried brick including the cost of brick and all complete job
429.54
2711
-
Carriage of material by M.T including loading unloading stacking complete job. A) cement and steel an avg lead 20 km
16.25
342
-
b) sand an avg lead 10Km
29.43
271
-
c) Stone agg from 11 km
30.37
282
-
d) stone an avg lead 8 km
876.36
319
-
Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches ordrains(notexceeding1.5minwidthor10sqmonplan),including dressing of sides and ramming of bottoms, liftupto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil.
206.6
278
-
Dumping stone including cost of stones. in Horizontal on level
51.3
953
-
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)
14.84
5725
-
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)
200.7
6606
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
16.4
11551
-
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.
1310
109
-
Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts
190.5
769
-
Suspended floors, roofs, landings, balconies and access platform
36.5
738
-
Edges of slabs and breaks in floors and walls. Above 20 cm wide
32
1173
-
Walls(anythickness) includingattachedpilasters,butteresses,plinthandstring courses etc.
748.8
635
-
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, embankments for roads, flood banks, marginal banks,and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil
438.5
453
-
Filling available excavated earth (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.
231.9
220
-
Carriage of material by M.T including loading unloading and stacking complete job. A) cement and steel an avg lead 20 km
53.2
342
-
b) sand an avg lead 10 km
108.3
271
-
c) stone agg an avg lead 11 km
215.94
282
-
d) soiling stone an avg lead 8km
51.3
264
-
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