Public Works Department Tender
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Costs
EMD
₹ 3,53,980Document Cost
₹ 2,000Tender Fee
₹ 2,000
Summary
Permanent Restoration Work Of Damage Roads Due To Rain, Under Package No. Rj-23-04/per Res/2024-25
Description
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Contact
Tender Id
2024_CEPWD_428883_6Bid Award Id
ViewTender No
SE PWD CIRCLE KOTA NITNO-07-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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dqy
1.88
18120
34066
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Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
75
1
-
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dqy
75
192
14400
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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
1683.28
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
2278.13
1
-
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dqy
3961.41
1592
6306565
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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 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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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
7125
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
10125
1
-
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dqy
17250
35
603750
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 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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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
7125
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
10125
1
-
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dqy
17250
13
224250
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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
7125
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
10125
1
-
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dqy
17250
114
1966500
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Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
7125
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
10125
1
-
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dqy
17250
40
690000
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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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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
1732.5
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
1640.25
1
-
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dqy
3372.75
147
495794
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Providing, laying and spreading of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
630
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
1093.5
1
-
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dqy
1723.5
509
877262
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Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
75
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
225
1
-
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dqy
300
1422
426600
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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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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
112.5
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
225
1
-
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dqy
337.5
3072
1036800
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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,, tie rod, admixtures and vacuum processing pump as approved, , 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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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
225
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
450
1
-
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dqy
675
4872
3288600
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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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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
31.31
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
84.95
1
-
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dqy
116.26
72
8371
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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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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
124.46
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
24.34
1
-
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dqy
148.8
4776
710669
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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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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
1.29
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
0.19
1
-
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dqy
1.48
88817
131449
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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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-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
7.5
1
-
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dqy
7.5
5261
39458
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Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
6.33
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
35.03
1
-
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dqy
41.36
3578
147986
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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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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
22.5
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
75
1
-
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dqy
97.5
1274
124215
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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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-
-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
200
1
-
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dqy
200
32
6400
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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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-
-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
40.89
1
-
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dqy
40.89
3913
160003
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Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600). HYSD bars
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
0.12
1
-
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dqy
0.12
88951
10674
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Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
2
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
4
1
-
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dqy
6
2022
12132
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Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast)
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
8
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
16
1
-
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dqy
24
581
13944
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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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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
1
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
2
1
-
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dqy
3
7040
21120
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Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
2
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
4
1
-
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dqy
6
3300
19800
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Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
2
1
-
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dqy
2
3751
7502
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Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
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-
-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
3.6
1
-
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dqy
3.6
7984
28742
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
42.6
1
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
310
1
-
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dqy
352.6
632
222843
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Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
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-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
200
1
-
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dqy
200
191
38200
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Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
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-
-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
2
1
-
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dqy
2
1394
2788
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Fixing of flood gauge (water gauge) in cement concrete M-15 mix size 30×30×60cm complete including transporting excavation etc. complete.
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-
-
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tkfyeiqjk ls gfjiqjk fdeh 1@400 ls 3@600
2
1
-
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dqy
2
200
400
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Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm equilateral triangle
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-
-
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lEidZ lMd cxrjh fdeh 0@0 ls 3@500
10
1
-
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dqy
10
2709
27090
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