Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date16 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 32,02,000
Costs
EMD
₹ 64,040Document Cost
₹ 1,100Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_264650_1Tender No
eNIT 76 of 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
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.including carriage
60
505
30300
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 20 mm nominal size) including carriage
40.5
4908
198774
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
270
262
70740
12mm thick Cement plaster in cement mortar 1:4 mix
225
260
58511.25
Levelling of Ground
Engagement of JCB for levelling of ground includindg cutting of edges, removal of boulder bunds, removal of unhygenic material and disposal of same within a lead of 5Km using tractors, tippers complete job
115
1400
161000
Providing and laying of WBM GII and BT Macadam
Providing and laying of RBM of specified size including spreading, watering, ramming, compacting with PRR of 8 to 10 ton capacity including all taxes like royalty and carriage of the same from approved source to site of work
82
800
65600
ROVIDING AND LAYING OF WBM BASE COURSE WITH SPECIFIED STONE AGGREGATE OF SIZE 63-45MM STONE SCREENINGS 13.2MM AND BINDING MATERIAL INCLUDING SORTING SPREADING TO TEMPLATE WATERING AND CONSOLIDATED WITH PRR (8-10 TONNE capacity ) ROAD ROLLER INCLUDING CARRAIGE AND MATERIAL FROM APPROVED SOURCE UPTO SITE OF WORK AS PER DIRECTION OF IN CHARGE ENGINEER AT SITE(COMPACTED QUANTITIES TO BE MEASURED)
62
2000
124000
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 mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
62
2300
142600
Providing and applying tack coat using using hot straight run bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom On W.B.M. /W.M.M. VG 10 @ 0.75Kg/sqm with medium setting
750
55
41250
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.
40
7600
304000
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
25 mm compacted thickness with bitumen of grade VG10 @ 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.
750
260
195000
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.
750
60
45000
Construction of footpath with kerb stone
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:Ordinary Rock
22.5
252
5670
Providing and laying soiling tighly hand packed I/C carriage and headload charges complete
11.25
900
10125
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) including carriage
11.25
4850
54562.5
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)
11.25
6300
70875
Providing and laying rough chisel dressed Devri stone in kerbs of size 200x200 mm face with chamber in cement mortar 1:6 ( 1 cement: 6 coarse sand) including
150
2550
382500
Construction of boundary wall with gate
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:Ordinary Rock
78
252
19656
Providing and laying soiling tighly hand packed I/C carriage and headload charges complete
13
900
11700
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) including carriage
13
4850
63050
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 20 mm nominal size) including carriage
84.43
6300
531909
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth incl. all work upto floor-V Level including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) including carriage
39
9000
351000
Providing & laying cement concrete cooping cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
26
380
9880
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
273
262
71526
Providing and fixing of MS gate with all necessary fittings including coat of approved steel primer
557
102
56814
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