Public Works Department Tender
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Costs
EMD
₹ 1,49,800Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_441067_2Tender 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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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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-
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
112.5
750
84375
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MertaRoad to Mokala Piou via Gangarda-Gangardi. (Village Portion : Gangardi) in km 4/600 to 5/0
150
750
112500
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Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300-1 and 300-2 for subgrade construction as per MoRTH Specification Clause 305.3.4
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-
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
225
40
9000
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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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-
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
1080
54
58320
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MertaRoad to Mokala Piou via Gangarda-Gangardi. (Village Portion : Gangardi) in km 4/600 to 5/0
480
54
25920
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Providing and laying granular sub-base material (From Natural Quarry) having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller 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).as per MoRTH specifaction table 400-1,400-2: iii) Grading lll
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-
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
508.5
380
193230
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MertaRoad to Mokala Piou via Gangarda-Gangardi. (Village Portion : Gangardi) in km 4/600 to 5/0
339
380
128820
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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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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
508.5
1070
544095
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MertaRoad to Mokala Piou via Gangarda-Gangardi. (Village Portion : Gangardi) in km 4/600 to 5/0
169.5
1070
181365
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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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-
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
660
5350
3531000
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MertaRoad to Mokala Piou via Gangarda-Gangardi. (Village Portion : Gangardi) in km 4/600 to 5/0
440
5350
2354000
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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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-
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
162.5
95
15437.5
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MertaRoad to Mokala Piou via Gangarda-Gangardi. (Village Portion : Gangardi) in km 4/600 to 5/0
162.5
95
15437.5
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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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-
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
76.38
3070
234471.25
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MertaRoad to Mokala Piou via Gangarda-Gangardi. (Village Portion : Gangardi) in km 4/600 to 5/0
76.38
3070
234471.25
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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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-
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
390
660
257400
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MertaRoad to Mokala Piou via Gangarda-Gangardi. (Village Portion : Gangardi) in km 4/600 to 5/0
390
660
257400
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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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-
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Sogawas to Gangarda via Bedawari kallan (Village Portion : Gangarda) in km 9/400 to 10/0
30
990
29700
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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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