Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Dec 2024
Closing Soon21 Dec 2024
Tender Amount₹ 1,72,68,000
Costs
EMD
₹ 3,45,360Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_433585_1Tender No
NIT 07/2024-25 PWD DN. GANGAPUR CITYTender Authority
Public Works Department ViewPurchaser Address
-Website
http://PublicWorksDepartment
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
705
811
571755
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
112.5
811
91237.5
lwjlkxj pkSjkgs ls gkLihVy pkSjkgs rd
289.8
811
235027.8
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means Granular courses
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-
Hkxorh dkWyst ls Hkkuw ikfjd rd
180
122
21960
eghnkl ckykth ls dq'kky ysd rd
169.2
122
20642.4
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
352.5
122
43005
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. For 5 Km Lead
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-
NksVh lsM ls 'kkfUr uxj rd
240
264
63360
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
18.75
264
4950
By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading-III Material
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-
NksVh lsM ls 'kkfUr uxj rd
240
502
120480
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
131.25
502
65887.5
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
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-
Hkxorh dkWyst ls Hkkuw ikfjd rd
69.93
1191
83286.63
NksVh lsM ls 'kkfUr uxj rd
156.8
1191
186748.8
eghnkl ckykth ls dq'kky ysd rd
36.38
1191
43326.2
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
83.72
1191
99709.33
lwjlkxj pkSjkgs ls gkLihVy pkSjkgs rd
31.08
1191
37017.47
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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Hkxorh dkWyst ls Hkkuw ikfjd rd
180
2123
382140
eghnkl ckykth ls dq'kky ysd rd
225.6
2123
478948.8
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
470
2123
997810
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
64.31
2123
136535.44
lwjlkxj pkSjkgs ls gkLihVy pkSjkgs rd
193.2
2123
410163.6
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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Hkxorh dkWyst ls Hkkuw ikfjd rd
360
5739
2066040
NksVh lsM ls 'kkfUr uxj rd
235.2
5739
1349812.8
eghnkl ckykth ls dq'kky ysd rd
338.4
5739
1942077.6
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
705
5739
4045995
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
202.13
5739
1159995.38
lwjlkxj pkSjkgs ls gkLihVy pkSjkgs rd
289.8
5739
1663162.2
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20
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-
-
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
16.5
4462
73623
Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 : Upto 15 cm. thick.
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-
Hkxorh dkWyst ls Hkkuw ikfjd rd
0.5
9621
4762.4
NksVh lsM ls 'kkfUr uxj rd
2.48
9621
23811.98
eghnkl ckykth ls dq'kky ysd rd
0.5
9621
4762.4
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
0.5
9621
4762.4
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
2.18
9621
20997.83
lwjlkxj pkSjkgs ls gkLihVy pkSjkgs rd
0.5
9621
4762.4
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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Hkxorh dkWyst ls Hkkuw ikfjd rd
1.08
8517
9198.36
NksVh lsM ls 'kkfUr uxj rd
1.08
8517
9198.36
eghnkl ckykth ls dq'kky ysd rd
1.08
8517
9198.36
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
1.08
8517
9198.36
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
1.08
8517
9198.36
lwjlkxj pkSjkgs ls gkLihVy pkSjkgs rd
1.08
8517
9198.36
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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Hkxorh dkWyst ls Hkkuw ikfjd rd
2
10903
21806
NksVh lsM ls 'kkfUr uxj rd
2
10903
21806
eghnkl ckykth ls dq'kky ysd rd
2
10903
21806
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
2
10903
21806
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
2
10903
21806
lwjlkxj pkSjkgs ls gkLihVy pkSjkgs rd
2
10903
21806
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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Hkxorh dkWyst ls Hkkuw ikfjd rd
2.7
92
248.4
NksVh lsM ls 'kkfUr uxj rd
5.4
92
496.8
eghnkl ckykth ls dq'kky ysd rd
2.7
92
248.4
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
2.7
92
248.4
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
8.1
92
745.2
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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Hkxorh dkWyst ls Hkkuw ikfjd rd
0.45
3616
1627.2
NksVh lsM ls 'kkfUr uxj rd
0.9
3616
3254.4
eghnkl ckykth ls dq'kky ysd rd
0.45
3616
1627.2
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
0.45
3616
1627.2
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
1.35
3616
4881.6
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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NksVh lsM ls 'kkfUr uxj rd
15
1860
27900
eghnkl ckykth ls dq'kky ysd rd
7.5
1860
13950
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
7.5
1860
13950
jkejkt ds edku ls xhrk ekyh dh vksj ck;k jes'k dksyh vo/ks'k 'kekZ
22.5
1860
41850
600 mm dia
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-
Hkxorh dkWyst ls Hkkuw ikfjd rd
7.5
2377
17827.5
izkbZosV cl LVs.M ls lCth e.Mh dh vksj o dksVZ lfdZy ls tsohoh,u,y vkWfQl dh vksj
7.5
2377
17827.5
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