Public Works Department Tender
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Costs
EMD
₹ 5,18,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_436761_2Bid Award Id
ViewTender No
SE PWD CIRCLE KOTA NITNO-12-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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,l-,p-9ch ls u;k xk¡o ds jkLrs rd lh-lh- lM+d dk;Z
212.8
1
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RSEB vkWfQl ls ,p-ih- xSl xksnke rd lh-lh- lM+d dk;Z
168.3
1
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rksf'kQ th ds edku ls xksYMu QkeZ gkml rd lh-lh- lM+d dk;Z
137.7
1
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dtksM th ds edku ls ukFkwyky th ds edku rd lh-lh- lM+d dk;Z
76.72
1
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jghe HkkbZ ds edku ls vlye HkkbZ ds edku rd lh-lh- lM+d dk;Z
69.44
1
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dqy
1295.26
1422
1841860
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Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.
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,u-,p-&52 ls ihfy;k [kky lkeqnkf;d Hkou rd lh-lh- lM+d dk dk;Z
364
1
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
92.3
1
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,l-,p-9ch ls u;k xk¡o ds jkLrs rd lh-lh- lM+d dk;Z
212.8
1
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RSEB vkWfQl ls ,p-ih- xSl xksnke rd lh-lh- lM+d dk;Z
168.3
1
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rksf'kQ th ds edku ls xksYMu QkeZ gkml rd lh-lh- lM+d dk;Z
137.7
1
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dtksM th ds edku ls ukFkwyky th ds edku rd lh-lh- lM+d dk;Z
76.72
1
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jghe HkkbZ ds edku ls vlye HkkbZ ds edku rd lh-lh- lM+d dk;Z
69.44
1
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dqy
1121.26
3072
3444511
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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
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,u-,p-&52 ls ihfy;k [kky lkeqnkf;d Hkou rd lh-lh- lM+d dk dk;Z
893.75
1
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
227.5
1
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,l-,p-9ch ls u;k xk¡o ds jkLrs rd lh-lh- lM+d dk;Z
522.5
1
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RSEB vkWfQl ls ,p-ih- xSl xksnke rd lh-lh- lM+d dk;Z
412.5
1
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rksf'kQ th ds edku ls xksYMu QkeZ gkml rd lh-lh- lM+d dk;Z
337.5
1
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dtksM th ds edku ls ukFkwyky th ds edku rd lh-lh- lM+d dk;Z
113.03
1
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jghe HkkbZ ds edku ls vlye HkkbZ ds edku rd lh-lh- lM+d dk;Z
102.3
1
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dqy
2609.08
5826
15200500
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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia
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,u-,p-&52 ls ihfy;k [kky lkeqnkf;d Hkou rd lh-lh- lM+d dk dk;Z
30
1
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
37.5
1
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,l-,p-9ch ls u;k xk¡o ds jkLrs rd lh-lh- lM+d dk;Z
37.5
1
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RSEB vkWfQl ls ,p-ih- xSl xksnke rd lh-lh- lM+d dk;Z
30
1
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rksf'kQ th ds edku ls xksYMu QkeZ gkml rd lh-lh- lM+d dk;Z
37.5
1
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dtksM th ds edku ls ukFkwyky th ds edku rd lh-lh- lM+d dk;Z
15
1
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jghe HkkbZ ds edku ls vlye HkkbZ ds edku rd lh-lh- lM+d dk;Z
15
1
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dqy
202.5
1274
257985
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Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.
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,u-,p-&52 ls ihfy;k [kky lkeqnkf;d Hkou rd lh-lh- lM+d dk dk;Z
1
1
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
1
1
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,l-,p-9ch ls u;k xk¡o ds jkLrs rd lh-lh- lM+d dk;Z
1
1
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RSEB vkWfQl ls ,p-ih- xSl xksnke rd lh-lh- lM+d dk;Z
1
1
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rksf'kQ th ds edku ls xksYMu QkeZ gkml rd lh-lh- lM+d dk;Z
1
1
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dtksM th ds edku ls ukFkwyky th ds edku rd lh-lh- lM+d dk;Z
1
1
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jghe HkkbZ ds edku ls vlye HkkbZ ds edku rd lh-lh- lM+d dk;Z
1
1
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dqy
7
7040
49280
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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
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,u-,p-&52 ls ihfy;k [kky lkeqnkf;d Hkou rd lh-lh- lM+d dk dk;Z
42.8
1
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dqy
42.8
72
3082
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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-15 grade
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,u-,p-&52 ls ihfy;k [kky lkeqnkf;d Hkou rd lh-lh- lM+d dk dk;Z
183.52
1
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
174
1
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dqy
357.52
4216
1507304
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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer
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,u-,p-&52 ls ihfy;k [kky lkeqnkf;d Hkou rd lh-lh- lM+d dk dk;Z
47.37
1
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dqy
47.37
4776
226239
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Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
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,u-,p-&52 ls ihfy;k [kky lkeqnkf;d Hkou rd lh-lh- lM+d dk dk;Z
0.37
1
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
0.45
1
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dqy
0.82
88817
72830
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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia
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,u-,p-&52 ls ihfy;k [kky lkeqnkf;d Hkou rd lh-lh- lM+d dk dk;Z
37.5
1
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dqy
37.5
5261
197288
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Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
243.75
1
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dqy
243.75
7
1926
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Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
117
1
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,l-,p-9ch ls u;k xk¡o ds jkLrs rd lh-lh- lM+d dk;Z
342
1
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RSEB vkWfQl ls ,p-ih- xSl xksnke rd lh-lh- lM+d dk;Z
297
1
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rksf'kQ th ds edku ls xksYMu QkeZ gkml rd lh-lh- lM+d dk;Z
243
1
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dtksM th ds edku ls ukFkwyky th ds edku rd lh-lh- lM+d dk;Z
95.9
1
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jghe HkkbZ ds edku ls vlye HkkbZ ds edku rd lh-lh- lM+d dk;Z
86.8
1
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dqy
1181.7
147
173710
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Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
435
1
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dqy
435
36
15660
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Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving -specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrers M-30, 50 mm thick to be used in non traffic areas like building Premises,monument Premise, land scapes, Public gradens/Park, domestic drives,paths and patios, Embankment slopes, sand stabilization Area etc.(As per table 1 of IS 15658:2006 Category 'B' denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 including over if colored paver blocks are used
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
1740
1
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dqy
1740
670
1165800
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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-20 grade
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
152.38
1
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dqy
152.38
4700
716186
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.225 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
3262.5
1
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dqy
3262.5
11
35888
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Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates with F.E. loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in Hot Mix Plant 40-60 TPH, transporting the mixed Material with tipper to paver and laying with sensor paver finisher (as per clause 504-3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 kN, TP = 0.7 Mpa, to achieve the desired density (approved by the department as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507). with all lead & lift 50-65mm compacted with 5.5% binder (a) With straight run bitumen grade VG30
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
97.88
1
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dqy
97.88
8867
867902
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Earthwork in excavation of foundation structures as per drawing and technical specifications (MoRTH specification : clause No. 304) By Mechanical Means ( dewatering not required) Ordinary soil
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
158.35
1
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dqy
158.35
32
5067
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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-10 grade
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
21.59
1
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dqy
21.59
3913
84482
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Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class "A" & "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate, Rim and on M.S. lifting hooks, admixture like plasticizer bond-improving compound, shrinkage resistance compound, abrasion resistant complete as per approved design etc. Span 701 mm to 1200 mm Standard Size 1500 x 600 mm
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lqdsr ihik[ksMh lM+d ij pkj ysu lM+d rd pkSM+kbZdj.k ,oa uohuhdj.k dk dk;Z
18
1
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dqy
18
1848
33264
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