Public Works Department Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 5,15,200Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_326358_4Bid Award Id
ViewTender No
E-NIT No 08/2022-23/Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
330
32670
99
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
2100
207900
99
Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30. ii)To achieve 95% Proctor density
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eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
337.5
131962
391
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
375
146625
391
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
825
322575
391
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
37.5
14662
391
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
112.5
43987
391
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
112.5
43987
391
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
56.25
21993
391
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
75
29325
391
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
300
117300
391
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
33.75
13196
391
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
33.75
13196
391
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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eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
337.5
232875
690
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
112.5
77625
690
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
112.5
77625
690
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
112.5
77625
690
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
56.25
38812
690
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
75
51750
690
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
33.75
23287
690
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
33.75
23287
690
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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rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
375
991500
2644
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
375
991500
2644
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
300
793200
2644
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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eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
506.25
2883093
5695
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
562.5
3203437
5695
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
562.5
3203437
5695
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
168.75
961031
5695
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
168.75
961031
5695
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
168.75
961031
5695
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
84.38
480544
5695
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
112.5
640687
5695
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
450
2562750
5695
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
50.63
288337
5695
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
50.63
288337
5695
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]. Cement concerte plain 1:2:4 mix and precast cement concerte blocks.
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eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
236.25
201757
854
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
270
230580
854
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
281.25
240187
854
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
45
38430
854
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]. Dismantling stone masonry. Rubble stone masonry in cement mortar
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eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
31.2
13884
445
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
142.08
63225
445
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
96
42720
445
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
28.8
12816
445
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
28.8
12816
445
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
30.24
13456
445
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
13.92
6194
445
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
3.36
1495
445
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
46.08
20505
445
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
8.64
3844
445
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
8.64
3844
445
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 yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
2
9156
4578
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
2
9156
4578
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
2
9156
4578
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
1
4578
4578
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
2
9156
4578
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
1
4578
4578
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
1
4578
4578
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
1
4578
4578
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
2
9156
4578
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
1
4578
4578
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
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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eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
1
11942
11942
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
2
23884
11942
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
2
23884
11942
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
1
11942
11942
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
1
11942
11942
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
1
11942
11942
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
1
11942
11942
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
1
11942
11942
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
2
23884
11942
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
1
11942
11942
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
1
11942
11942
PART - "B" Drain Work
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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eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
48
5952
124
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
300
37200
124
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
288
35712
124
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
36
4464
124
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
36
4464
124
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
47.4
5877
124
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
18
2232
124
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
36
4464
124
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
192
23808
124
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
10.8
1339
124
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
10.8
1339
124
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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eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
16
54643
3415.2
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
100
341520
3415.2
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
96
327859
3415.2
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
12
40982
3415.2
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
12
40982
3415.2
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
15.8
53960
3415.2
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
6
20491
3415.2
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
12
40982
3415.2
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
64
218572
3415.2
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
3.6
12294
3415.2
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
3.6
12294
3415.2
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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eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
20
101080
5054
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
125
631750
5054
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
120
606480
5054
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
15
75810
5054
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
15
75810
5054
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
19.75
99816
5054
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
7.5
37905
5054
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
15
75810
5054
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
80
404320
5054
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
4.5
22743
5054
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
4.5
22743
5054
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
-
-
-
eq[; lMd yksds'k ok;k vknZ'k Ldwy ds ihNs gksrs gq, iztkir /keZ'kkyk ds lkeus ls iatko us'kuy oSd ds lkeus eq[; lMd rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 liksVjk
50
22770
455.4
rglhy dk;kZy; ls vkbZ-Vh-vkbZ- dkyst rd lh lh lMd fuekZ.k dk;Z
65
29601
455.4
eSu lMd iqfyl Fkkus ds ihNs ls fire gyokbZ ds edku rd
70
31878
455.4
eq[; lMd ls uohu vxzoky /keZ'kkyk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
30
13662
455.4
eq[; lMd ls jlhn lDdkvks rd ,o fo".kkq ikjk'kj ds lkeus rd lhlh lMd fuekZ.k dk;Z okMZ ua 7 liksVjk
30
13662
455.4
ulhj ckck ds jkLrs ls cSjok oLrh gksrs g, eftLVSV vkokl rd lhlh lMd fuekZ.k dk;Z okMZ ua 6 liksVjk
50
22770
455.4
eq[; lMd lqjs'k ds edku gksrs gq, jk.kkvks ds [ksr rd lh lh lMd fuekZ.k dk;Z okMZ ua 3 liksVjk
50
22770
455.4
Ldwy ds xsV ls ysdj guqekth ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 5 yksds'kuxj
5
2277
455.4
ih-,p-bZ-Mh dk;kZy; ls 'e'kku ?kkV gksrs gq, izsr ckck ds LFkku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1
30
13662
455.4
eq[; lMd ls eqjkjh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
15
6831
455.4
ihre ds edku ls nsohyky xksBh;k ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
15
6831
455.4
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