Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Dec 2024
Closing Date21 Dec 2024
Tender Amount₹ 34,53,000
Costs
EMD
₹ 69,060Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_CEPWD_433585_2Bid Award Id
ViewTender No
NIT 07/2024-25 PWD DN. GANGAPUR CITYTender Authority
Public Works Department ViewPurchaser Address
-Website
http://PublicWorksDepartment
GEM & Bid Advisory Services
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BOQ Items
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Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
120
29
3480
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
60
29
1740
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
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-
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
75
189
14175
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
53
189
10017
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Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading-III Material
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
165.75
822
136246.5
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
82.68
822
67962.96
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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
159.38
2123
338353.13
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
105
2123
222915
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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
239.06
5739
1371979.69
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
157.5
5739
903892.5
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
1.08
8517
9198.36
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
1.08
8517
9198.36
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Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
2
10903
21806
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
2
10903
21806
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Manual Meansupto 3 m depth
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
54
92
4968
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
64.8
92
5961.6
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Plain cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
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-
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
9
3603
32427
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
10.8
3603
38912.4
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Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
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-
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
13.8
3849
53116.2
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
16.56
3849
63739.44
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
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-
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
60
1062
6372
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
72
1062
7646.4
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
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-
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
2.3
4462
10262.6
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
2.76
4462
12315.12
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Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' & 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.For Class - 'A' loading Span 451 to 700 mm Standard size 1000x800mm
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
19.2
1689
32428.8
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
12
1689
20268
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 300 mm dia
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300 mm dia
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vkdksnk iV~Vh jksM ls ck;ka xksiky ds ?kj rd jkes'oj ds ?kj rd
7.5
1860
13950
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gjizhr flag ds ?kj ls ck;k ?ku';ke ds ?kj ls [kjsMk jksM rd
7.5
1860
13950
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