Public Works Department Tender
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Costs
EMD
₹ 5,04,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_326358_5Bid 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
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
244.88
95748
391
eq[; lMd ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
150
58650
391
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
300
117300
391
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
37.5
14662
391
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
112.5
43987
391
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
150
58650
391
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
112.5
43987
391
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkZbZVhvkbZ
150
58650
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 ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
150
103500
690
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
300
207000
690
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
37.5
25875
690
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
112.5
77625
690
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
150
103500
690
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
112.5
77625
690
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkbZVhvkbZ
243.75
168187
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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eq[; lMd ls ikWoj gkml ds ihNs ls gksrs gq, jktho jk.kk ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1 rqjlaxiqjk
206.25
545325
2644
eq[; lMd ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
450
1189800
2644
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
244.88
647462
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 ls ikWoj gkml ds ihNs ls gksrs gq, jktho jk.kk ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1 rqjlaxiqjk
309.38
1761919
5695
eq[; lMd ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
675
3844125
5695
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
367.31
2091830
5695
eq[; lMd ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
225
1281375
5695
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
450
2562750
5695
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
56.25
320343
5695
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
168.75
961031
5695
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
225
1281375
5695
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
168.75
961031
5695
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkbZVhvkbZ
365.63
2082262
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 ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
56.25
48037
854
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
56.25
48037
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 ls ikWoj gkml ds ihNs ls gksrs gq, jktho jk.kk ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1 rqjlaxiqjk
49.92
22214
445
eq[; lMd ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
66.72
29690
445
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
58.08
25845
445
eq[; lMd ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
24.96
11107
445
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
77.76
34603
445
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
10.56
4699
445
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
27.36
12175
445
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
24.96
11107
445
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
27.6
12282
445
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkbZVhvkbZ
82.8
36846
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 ls ikWoj gkml ds ihNs ls gksrs gq, jktho jk.kk ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1 rqjlaxiqjk
1
4578
4578
eq[; lMd ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
2
9156
4578
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
1
4578
4578
eq[; lMd ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
2
9156
4578
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
2
9156
4578
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
1
4578
4578
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
1
4578
4578
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
2
9156
4578
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
2
9156
4578
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkbZVhvkbZ
2
9156
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 ls ikWoj gkml ds ihNs ls gksrs gq, jktho jk.kk ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1 rqjlaxiqjk
1
11942
11942
eq[; lMd ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
2
23884
11942
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
1
11942
11942
eq[; lMd ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
2
23884
11942
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
2
23884
11942
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
1
11942
11942
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
1
11942
11942
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
2
23884
11942
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
2
23884
11942
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkbZVhvkbZ
2
23884
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 ls ikWoj gkml ds ihNs ls gksrs gq, jktho jk.kk ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1 rqjlaxiqjk
120
14880
124
eq[; lMd ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
276
34224
124
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
144
17856
124
eq[; lMd ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
69.6
8630
124
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
144
17856
124
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
12
1488
124
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
29.4
3645
124
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
69.6
8630
124
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
36
4464
124
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkbZVhvkbZ
120
14880
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 ls ikWoj gkml ds ihNs ls gksrs gq, jktho jk.kk ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1 rqjlaxiqjk
40
136608
3415.2
eq[; lMd ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
92
314198
3415.2
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
48
163929
3415.2
eq[; lMd ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
23.2
79232
3415.2
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
48
163929
3415.2
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
4
13660
3415.2
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
9.8
33468
3415.2
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
23.2
79232
3415.2
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
12
40982
3415.2
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkbZVhvkbZ
40
136608
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 ls ikWoj gkml ds ihNs ls gksrs gq, jktho jk.kk ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1 rqjlaxiqjk
50
252700
5054
eq[; lMd ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
115
581210
5054
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
60
303240
5054
eq[; lMd ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
29
146566
5054
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
60
303240
5054
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
5
25270
5054
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
12.25
61911
5054
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
29
146566
5054
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
15
75810
5054
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkbZVhvkbZ
50
252700
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 ls ikWoj gkml ds ihNs ls gksrs gq, jktho jk.kk ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 1 rqjlaxiqjk
40
18216
455.4
eq[; lMd ls tkS: ds iqjk rd lh lh lMd fuekZ.k dk;Z
20
9108
455.4
eq[; lMd liqR;k ds edku ls dSyknsoh eq[; lMd oSjok ekSgYyk rd lh lh lMd fuekZ.k dk;Z okMZ us 15 ekxjksy
10
4554
455.4
eq[; lMd ls egknso efUnj ok;k okx dk dqvka j/kqohj eSustj ds /kj rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
10
4554
455.4
yfyrk xqIrk ds edku ls ok;k txnh'k ds edku ls xksikyk ds edku gksrs gq;s ikuh dh Vadh ls jpk C;wVhikyZj lqjsUnz ds edku rd fMokbZUk Ldwy ls xk;=h efUnj gksrs gq;s okbZ ds dqvk rd lh-lh lMd fuekZ.k dk;Z okMZ ua 5 ,.M 6 liksVjk
30
13662
455.4
vk'kh 'kekZ ds edku ls xtsUnz xkSRre rd lh lh lMd fuekZ.k dk;Z okMZ ua 4 yksds'kuxj
20
9108
455.4
JhQwy ds /kj ls nsoLFkku o Ldwy rd lh lh lMd fuekZ.k dk;Z okMZ ua 11 HkEcwiqjk
10
4554
455.4
eq[; lMd ls fxj/kkjh ds edku rd o Ldwy ls ysdj Bkdqjks dh Vadh rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
10
4554
455.4
eq[; lMd ls B.Mh ds edku rd lh lh lMd fuekZ.k dk;Z okMZ ua 15 ekxjksy
30
13662
455.4
yksds'k ehuk ds edku ls tloUr iVokjh ds edku gksrs gq, gqde ekLVj ds edku ls lhek nsoh ds edku rd o tloUr iVokjh ls vkeksnj nqyhpUn ds edku rd lhlh lMd o ykyth vkbZVhvkbZ
50
22770
455.4
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