Public Works Department Tender
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Costs
EMD
₹ 1,49,920Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEPWD_441067_1Bid Award Id
ViewTender No
NIT-NO-18/2024-25 EE PWD DIVISION MERTA CITYTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Mertacity to Badayali via Chundiya Bhensara (Village portion Bhensra kallan) in km 4/600 to 5/150
228.65
40
9146
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Earth work in excavation including stacking/ disposal of surplus earth with all lifts & lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In hard soil mixed with kankar,boulders etc. above 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper.
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Jarau kallan to Bhensra (in Village portion Bhensra khurd) in km 3/250 to 3/500
270
54
14580
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Providing, laying, spreading & compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course 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 & maintenance of diversion complete.[MoRTH specification : Clause 401]by mechanical means with all lead.
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Mertacity to Badayali via Chundiya Bhensara (Village portion Bhensra kallan) in km 4/600 to 5/150
145.26
650
94419
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Jarau kallan to Bhensra (in Village portion Bhensra khurd) in km 3/250 to 3/500
232.13
650
150881.25
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Providing, laying, spreading & compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification incl. spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) & rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)Grading no.2 (63-45mm) crusher broken
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Mertacity to Badayali via Chundiya Bhensara (Village portion Bhensra kallan) in km 4/600 to 5/150
145.26
1070
155428.2
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Jarau kallan to Bhensra (in Village portion Bhensra khurd) in km 3/250 to 3/500
254.25
1070
272047.5
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, 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 membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.Design mix grade M-30
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Mertacity to Badayali via Chundiya Bhensara (Village portion Bhensra kallan) in km 4/600 to 5/150
755.86
5350
4043851
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Jarau kallan to Bhensra (in Village portion Bhensra khurd) in km 3/250 to 3/500
550
5350
2942500
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Earth work in excavation in foundation trenches etc.in drains & channels etc. not exceeding 2m.depth, incl. dressing of bottom & sides of trenches, stacking the excavated soil 3m clear from the edge of excavation incl. disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304]Hard soil mixed with kankarboulder etc.above 20%
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Jarau kallan to Bhensra (in Village portion Bhensra khurd) in km 3/250 to 3/500
150
95
14250
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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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Jarau kallan to Bhensra (in Village portion Bhensra khurd) in km 3/250 to 3/500
70.5
3070
216435
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Providing and laying Jodhpur bhura stone machine cut rough stone patti having lengh 1.20m to 1.50 m for road side drain including fixing and pointing In CM 1:3 laid over prepared on CC base as per direction of Engineer incharge Patti thickness 70 mm to .80 mm
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
360
660
237600
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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, 300 mm dia
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
22.5
990
22275
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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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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
1
9800
9800
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MertaRoad to Mokala Piou via Gangarda-Gangardi. (Village Portion : Gangardi) in km 4/600 to 5/0
1
9800
9800
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