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
₹ 5,57,800Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_326967_1Bid Award Id
ViewTender No
NIT No. 08/2022-23 SE PWD Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.rajasthan.gov.in
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Documents
BOQ Items
ckcw HkkbZ iSjkMkbZt eSfjt gkse eqjyhiqjk e.Mjk;y djkSyh jksM
687.3
54296
79
eq[; lMd e.Mjk;y ls izHkkr pkS/kjh ds edku rd lqHkk"k uxj djkSyh
495
39105
79
eq[; lMd ls ujlh ds ?kj rd Hkheuxj
809.38
63941
79
eq[; lMd ls fot; ds ?kj rd jkeuxj
756.8
59787
79
fo".kw ds ?kj ls xksiky iztkir ds ?kj rd ehuk dkWyksuh
408.38
32262
79
v[kys'k ehuk ¼odhy½ ds edku ls jktohj ds edku rd
162.45
12833
79
cUVh xqIrk ds ?kj lsa eqUuk ekLVj ds ?kj rd cUnh xqIrk ds ?kj ls jkeds'k
429
33891
79
nqxsZlh ?kkVh ls [kkjh juk ls ukgjnsg
1538.13
121512
79
nqxsZlh ?kkVh ls [kkjh juk ls ijeksyh ds MkaMs rd
1526.53
120595
79
pkSFkhyky ds edku ls cnzh ekyh ds edku rd
1670.9
132001
79
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 duZy d``iky flag ds ?kj rd ehuk dkWyksuh
70
59780
854
Dreesing ground including levelling upto 150 mm depth and disposal of excavated earth upto 50M lead and upto 1.5 Mts
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-
uxsUnz 'kekZ ds ?kj ls egss'k dqfj;j ds ?kj rd lR;orh fcgkj dkWyksuh djkSyh
600
2460
410
ckcw HkkbZ iSjkMkbZt eSfjt gkse eqjyhiqjk e.Mjk;y djkSyh jksM
1740
7134
410
eq[; lMd e.Mjk;y ls izHkkr pkS/kjh ds edku rd lqHkk"k uxj djkSyh
1980
8118
410
eq[; lMd ls ujlh ds ?kj rd Hkheuxj
1430
5863
410
eq[; lMd ls fot; ds?kj rd jkeuxj
3520
14432
410
fo".kw ds ?kj ls xksiky iztkir ds ?kj rd ehuk dkWyksuh
544.5
2232
410
v[kys'k ehuk ¼odhy½ ds edku ls jktohj ds edku rd
570
2337
410
cUVh xqIrk ds ?kj lsa eqUuk ekLVj ds ?kj rd cUnh xqIrk ds ?kj ls jkeds'k
1320
5412
410
nqxsZlh ?kkVh ls [kkjh juk ls ukgjnsg
2875
11787
410
nqxsZlh ?kkVh ls [kkjh juk ls ijeksyh ds MkaMs rd
3575
14657
410
pkSFkhyky ds edku ls cnzh ekyh ds edku rd
3850
15785
410
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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uxsUnz 'kekZ ds ?kj ls egss'k dqfj;j ds ?kj rd lR;orh fcgkj dkWyksuh djkSyh
90
62100
690
ckcw HkkbZ iSjkMkbZt eSfjt gkse eqjyhiqjk e.Mjk;y djkSyh jksM
261
180090
690
eq[; lMd e.Mjk;y ls izHkkr pkS/kjh ds edku rd lqHkk"k uxj djkSyh
162
111780
690
eq[; lMd ls ujlh ds ?kj rd Hkheuxj
214.5
148005
690
eq[; lMd ls fot; ds?kj rd jkeuxj
528
364320
690
eq[; lMd ls duZy d``iky flag ds ?kj rd ehuk dkWyksuh
105
72450
690
fo".kw ds ?kj ls xksiky iztkir ds ?kj rd ehuk dkWyksuh
81.68
56355
690
v[kys'k ehuk ¼odhy½ ds edku ls jktohj ds edku rd
42.75
29497
690
cUVh xqIrk ds ?kj lsa eqUuk ekLVj ds ?kj rd cUnh xqIrk ds ?kj ls jkeds'k
198
136620
690
nqxsZlh ?kkVh ls [kkjh juk ls ukgjnsg
448.5
309465
690
nqxsZlh ?kkVh ls [kkjh juk ls ijeksyh ds MkaMs rd
536.25
370012
690
pkSFkhyky ds edku ls cnzh ekyh ds edku rd
577.5
398475
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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uxsUnz 'kekZ ds ?kj ls egss'k dqfj;j ds ?kj rd lR;orh fcgkj dkWyksuh djkSyh
60
158640
2644
ckcw HkkbZ iSjkMkbZt eSfjt gkse eqjyhiqjk e.Mjk;y djkSyh jksM
130.5
345042
2644
eq[; lMd e.Mjk;y ls izHkkr pkS/kjh ds edku rd lqHkk"k uxj djkSyh
216
571104
2644
eq[; lMd ls ujlh ds ?kj rd Hkheuxj
107.25
283569
2644
eq[; lMd ls fot; ds?kj rd jkeuxj
264
698016
2644
eq[; lMd ls duZy d``iky flag ds ?kj rd ehuk dkWyksuh
84
222096
2644
fo".kw ds ?kj ls xksiky iztkir ds ?kj rd ehuk dkWyksuh
40.84
107975
2644
v[kys'k ehuk ¼odhy½ ds edku ls jktohj ds edku rd
42.75
113031
2644
cUVh xqIrk ds ?kj lsa eqUuk ekLVj ds ?kj rd cUnh xqIrk ds ?kj ls jkeds'k
99
261756
2644
nqxsZlh ?kkVh ls [kkjh juk ls ukgjnsg
215.63
570112
2644
nqxsZlh ?kkVh ls [kkjh juk ls ijeksyh ds MkaMs rd
268.13
708922
2644
pkSFkhyky ds edku ls cnzh ekyh ds edku rd
288.75
763455
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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uxsUnz 'kekZ ds ?kj ls egss'k dqfj;j ds ?kj rd lR;orh fcgkj dkWyksuh djkSyh
90
512550
5695
ckcw HkkbZ iSjkMkbZt eSfjt gkse eqjyhiqjk e.Mjk;y djkSyh jksM
261
1486395
5695
eq[; lMd e.Mjk;y ls izHkkr pkS/kjh ds edku rd lqHkk"k uxj djkSyh
297
1691415
5695
eq[; lMd ls ujlh ds ?kj rd Hkheuxj
214.5
1221577
5695
eq[; lMd ls fot; ds?kj rd jkeuxj
528
3006960
5695
eq[; lMd ls duZy d``iky flag ds ?kj rd ehuk dkWyksuh
168
956760
5695
fo".kw ds ?kj ls xksiky iztkir ds ?kj rd ehuk dkWyksuh
81.68
465139
5695
v[kys'k ehuk ¼odhy½ ds edku ls jktohj ds edku rd
85.5
486922
5695
cUVh xqIrk ds ?kj lsa eqUuk ekLVj ds ?kj rd cUnh xqIrk ds ?kj ls jkeds'k
198
1127610
5695
nqxsZlh ?kkVh ls [kkjh juk ls ukgjnsg
431.25
2455968
5695
nqxsZlh ?kkVh ls [kkjh juk ls ijeksyh ds MkaMs rd
536.25
3053943
5695
pkSFkhyky ds edku ls cnzh ekyh ds edku rd
577.5
3288862
5695
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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eq[; lMd ls fot; ds?kj rd jkeuxj
50
22770
455.4
Supply of Retro-reflective sign boards size 1800x1200 mm made out of 2 mm thick aluminium sheet duly framed with 40 mm M.S. black tube (Medium Class) as per IS-1239 (Part-I) 1979 with Inner support of M.S. flat 12x3 mm whole structure is fixed with two supports each side 75 mm long and 40 mm M.S. black tube on two posts of 60 mm dia M.S. black tube (Medium class) as per 1239 (Part-I ) 1979 2.03 metre long each and also provision of hold fasts of M.S. bars 12 mm and 25 cm long two on each post. The sheet has to be stove enameled or epoxy painting one side and other side retro-reflective high intensity and black non reflective letter in non reflective sheet. The standard letters and numbrals have to be made as per IRC 30-1968 and the board shall be conformed to the MoRTH specifications clause. 801 Post and outer frame of board to be painted with black and white strips of synthetic enamel paint with black and white strips.
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uxsUnz 'kekZ ds ?kj ls egss'k dqfj;j ds ?kj rd lR;orh fcgkj dkWyksuh djkSyh
1
21580
21580
ckcw HkkbZ iSjkMkbZt eSfjt gkse eqjyhiqjk e.Mjk;y djkSyh jksM
1
21580
21580
eq[; lMd e.Mjk;y ls izHkkr pkS/kjh ds edku rd lqHkk"k uxj djkSyh
1
21580
21580
eq[; lMd ls ujlh ds ?kj rd Hkheuxj
1
21580
21580
eq[; lMd ls fot; ds?kj rd jkeuxj
1
21580
21580
eq[; lMd ls duZy d``iky flag ds ?kj rd ehuk dkWyksuh
1
21580
21580
fo".kw ds ?kj ls xksiky iztkir ds ?kj rd ehuk dkWyksuh
1
21580
21580
v[kys'k ehuk ¼odhy½ ds edku ls jktohj ds edku rd
1
21580
21580
cUVh xqIrk ds ?kj lsa eqUuk ekLVj ds ?kj rd cUnh xqIrk ds ?kj ls jkeds'k
1
21580
21580
nqxsZlh ?kkVh ls [kkjh juk ls ukgjnsg
1
21580
21580
nqxsZlh ?kkVh ls [kkjh juk ls ijeksyh ds MkaMs rd
1
21580
21580
pkSFkhyky ds edku ls cnzh ekyh ds edku rd
1
21580
21580
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