Public Works Department Tender
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Costs
EMD
₹ 6,80,500Document Cost
₹ 3,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_15844_1Bid Award Id
ViewTender No
CDL 210 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
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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 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.
1181.25
8692
-
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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
23625
57
-
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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 the rate of 70 grams per kg of asphalt
23625
230
-
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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.
23625
104
-
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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 8 tonnes and 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 kinds of soil
900
722
-
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Providind and laying of M.S Pipe 300mm dia in trench including cutting the road making filling after laying of pipe including carriage complete job.
10
27118
-
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Carriage of material by mechanical transport including loading, unloading and stacking complete job. A) Earth an avg lead 1 Km
900
168
-
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Earth work in excavation by mechanical means (Hydraulic excavator) in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m. All kinds of soil.
34.7
278
-
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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)
4.4
5725
-
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Dumping stone including cost of stone in horizontal on level.
4.4
953
-
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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)
15.3
6606
-
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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).
6.9
11551
-
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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.
690
109
-
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Centering and shuttering including strutting, propping etc. and removal of form
work for : a) Columns, Pillars, Piers, Abutments, Posts and Struts
63.5
769
-
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b) Suspended floors, roofs, landings, balconies and access platform
18.3
738
-
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c) Edges of slabs and breaks in floors and walls Above 20 cm wide
17.1
1173
-
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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 8 tonnes and 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 kinds of soil
73.1
722
-
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Carriage of material by mechanical transport including loading, unloading and stacking complete job a) Cement/ Steel an avg lead 10 km
7.5
241
-
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b) Sand an avg lead 12km
12.1
294
-
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c) Stone agg an avg lead 12km
24
294
-
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d) stone an avg lead 8km
4.4
285
-
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d) Earth an avg lead 5km
73.1
251
-
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Earth work in excavation by mechanical means (Hydraulic excavator) in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m. All kinds of soil.
694.91
278
-
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Dumping stone including cost of stone in horizontal on level.
150.59
953
-
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Random rubble masonry with hard stone in foundation and plinth including
levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded
stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
462.11
5730
-
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Random rubble masonry with hard stone laid dry in foundation, plinth &
walls Laid with bond stone
297.17
4062
-
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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).
474.75
486
-
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Carriage of material by mechanical transport including loading, unloading and stacking complete job a) Cement an avg lead 10 km
45.72
241
-
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b) Stone an avg lead 15km
909.85
294
-
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c) Sand an avg lead 12km
186.51
294
-
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d) Stone agg an avg lead 12km
49.08
285
-
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