Public Works Department Tender
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Costs
EMD
₹ 1,72,680Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_432417_2Tender No
E-NIT NO 03/2024-25 Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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213.07
63
13423.41
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
371.06
63
23376.78
eq[; dSyknsoh jksM ls miLokLF; dsUnz ,o vkaxuokMh dsUnz ls gksrs gq, ekaxhyky ds edku rd lhlh jksM fuekZ.k dk;Z okMZ 16]17 ekaxjksy
213.07
63
13423.41
Providing, laying, spreading and compacting specified graded Crushed aggregates as granular sub base course as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR, including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead.
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81.75
690
56407.5
eq[; lMd ls cnjh ds edku rd ,o gjds'k xksBjk ds edku ls eq[; jksM rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
101.25
690
69862.5
eq[; jksM ls jk/ks';ke ds xksnke rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
122.63
690
84614.7
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
204.38
690
141022.2
eq[; dSyknsoh jksM ls miLokLF; dsUnz ,o vkaxuokMh dsUnz ls gksrs gq, ekaxhyky ds edku rd lhlh jksM fuekZ.k dk;Z okMZ 16]17 ekaxjksy
122.63
690
84614.7
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 as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
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eq[; VVokMk jksM ls cqduk okys ds edku ls gksrs gq;s vUuq ,o jke/ku ds edku rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
81.75
2644
216147
eq[; lMd ls cnjh ds edku rd ,o gjds'k xksBjk ds edku ls eq[; jksM rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
101.25
2644
267705
eq[; jksM ls jk/ks';ke ds xksnke rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
122.63
2644
324233.72
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
204.38
2644
540380.72
eq[; dSyknsoh jksM ls miLokLF; dsUnz ,o vkaxuokMh dsUnz ls gksrs gq, ekaxhyky ds edku rd lhlh jksM fuekZ.k dk;Z okMZ 16]17 ekaxjksy
122.63
2644
324233.72
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments
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122.63
5695
698377.85
eq[; lMd ls cnjh ds edku rd ,o gjds'k xksBjk ds edku ls eq[; jksM rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
151.88
5695
864956.6
eq[; jksM ls jk/ks';ke ds xksnke rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
183.94
5695
1047538.3
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
306.56
5695
1745859.2
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183.94
5695
1047538.3
Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 900 x 600 mm
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2
2592
5184
eq[; lMd ls cnjh ds edku rd ,o gjds'k xksBjk ds edku ls eq[; jksM rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
1
2592
2592
eq[; jksM ls jk/ks';ke ds xksnke rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
1
2592
2592
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
1
2592
2592
eq[; dSyknsoh jksM ls miLokLF; dsUnz ,o vkaxuokMh dsUnz ls gksrs gq, ekaxhyky ds edku rd lhlh jksM fuekZ.k dk;Z okMZ 16]17 ekaxjksy
1
2592
2592
Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 1500 x 1200 mm
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eq[; lMd ls cnjh ds edku rd ,o gjds'k xksBjk ds edku ls eq[; jksM rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
1
4578
4578
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
1
4578
4578
P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect
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1
11942
11942
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1
11942
11942
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1
11942
11942
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1
11942
11942
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1
11942
11942
PART - "B" Drain Work
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Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil
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48
124
5952
eq[; lMd ls cnjh ds edku rd ,o gjds'k xksBjk ds edku ls eq[; jksM rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
64.8
124
8035.2
eq[; jksM ls jk/ks';ke ds xksnke rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
78.48
124
9731.52
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
130.8
124
16219.2
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78.48
124
9731.52
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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16
3415
54643.2
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21.6
3415
73768.32
eq[; jksM ls jk/ks';ke ds xksnke rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
26.16
3415
89341.63
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
43.6
3415
148902.72
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26.16
3415
89341.63
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M25
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10
5054
50540
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13.5
5054
68229
eq[; jksM ls jk/ks';ke ds xksnke rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
16.35
5054
82632.9
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
27.25
5054
137721.5
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16.35
5054
82632.9
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP -3 (Single Row). 300 mm dia
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11
455
5009.4
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25
455
11385
eq[; jksM ls jk/ks';ke ds xksnke rd lhlh lMd fuekZ.k dk;Z okMZ ua 03
10
455
4554
jktsUnz VsUV gkml ls jktiwr oLrh gksrs gq, euksgj ds edku rd okMZ ua 8]6
25
455
11385
eq[; dSyknsoh jksM ls miLokLF; dsUnz ,o vkaxuokMh dsUnz ls gksrs gq, ekaxhyky ds edku rd lhlh jksM fuekZ.k dk;Z okMZ 16]17 ekaxjksy
10
455
4554
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