Public Works Department Tender
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Costs
EMD
₹ 2,85,960Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_351241_8Bid Award Id
ViewTender No
SE PWD CIRCLE JHALAWAR NITNO-04-2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
dqy
2.14
29813
13964
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
1282.5
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
1325.25
-
1
dqy
2607.75
3875117
1486
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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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
5625
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
5812.5
-
1
dqy
11437.5
377438
33
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
5625
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
5812.5
-
1
dqy
11437.5
137250
12
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 VG10 grade
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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
5625
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
5812.5
-
1
dqy
11437.5
1281000
112
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 VG10 grade
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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
5625
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
5812.5
-
1
dqy
11437.5
446063
39
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
900
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
930
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1
dqy
1830
269010
147
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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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
1155
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
1178
-
1
dqy
2333
3095891
1327
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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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
61.47
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
105.81
-
1
dqy
167.27
12044
72
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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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
2.7
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
3.11
-
1
dqy
5.81
24954
4295
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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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
32.76
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
37.64
-
1
dqy
70.4
342496
4865
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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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
0.26
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
0.3
-
1
dqy
0.56
49738
88817
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). 600 mm dia
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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
15
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
20
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1
dqy
35
79765
2279
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
1
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
1
-
1
dqy
2
3876
1938
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
6
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
6
-
1
dqy
12
6756
563
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
1
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
1
-
1
dqy
2
18984
9492
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
2
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
2
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1
dqy
4
13200
3300
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
4
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
2
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1
dqy
6
16356
2726
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Cement concrete grade M-15 & M-20
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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
114.75
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
225
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1
dqy
339.75
111098
327
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
18.61
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
58.14
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1
dqy
76.76
289447
3771
Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level.
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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
7.11
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
16.96
-
1
dqy
24.07
106059
4407
Providing and laying RCC M-20 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure upto 4 mtr. above 1.5 mtr. level from Bed/Ground level, excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : Clause 1000/1700)
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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
38
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
75.48
-
1
dqy
113.47
617860
5445
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
0.56
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
0.91
-
1
dqy
1.47
130669
88951
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
15
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
37.5
-
1
dqy
52.5
276203
5261
Providing and Laying Rolled cement concrete of M-10 mix base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm with minimum, aggregate cement content of 200 kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing as per MoRTH Specification : Clause No. 603, 112.
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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
21
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
28
-
1
dqy
49
157241
3209
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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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
42
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
56
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1
dqy
98
570948
5826
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
20
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
20
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1
dqy
40
5160
129
Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
-
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-
yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
108.8
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
116.2
-
1
dqy
225
20025
89
Providing and fixing premoulded bitumen joint filler at any level, for expansion joints including the cost of sealing compound and priming coat. (MoRTH specification : clause 2600). 12 mm wide
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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
210
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1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
210
-
1
dqy
420
2520
6
Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
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yqgkfj;knsg ls mjeky fd-eh- 0@0 ls 1@350
6614.5
-
1
yqgkfj;knsg ls lkroka ehy ¼kyjkikVu Hkokuhe.Mh jksM+½
ok;k u;k xkao fd-eh- 0@0 ls 1@500
9886.5
-
1
dqy
16501
1930617
117
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