Public Works Department Tender
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Costs
EMD
₹ 7,60,340Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_430107_1Tender No
SE PWD CIRCLE BARAN NITNO-03/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
dqy
2.76
16093
44417
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
2662.5
1
-
jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
2625
1
-
dqy
5287.5
12
63450
Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift 50/75mm compacted thickness with 3.3% bitumen VG30 grade
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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
133.13
1
-
dqy
133.13
5718
761237
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
2662.5
1
-
jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
16312.5
1
-
dqy
18975
114
2163150
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
2662.5
1
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
16312.5
1
-
dqy
18975
41
777975
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
180
1
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
13050
1
-
dqy
13230
154
2037420
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
2
1
-
jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
7
1
-
dqy
9
2022
18198
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
3
1
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
24
1
-
dqy
27
588
15876
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
1
1
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
1
1
-
dqy
2
8300
16600
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
2
1
-
dqy
2
3300
6600
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
14.06
1
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
857.5
1
-
dqy
871.56
1327
1156560
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
9.38
1
-
jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
857.5
1
-
dqy
866.88
3159
2738474
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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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
18.75
1
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
1842.5
1
-
dqy
1861.25
4927
9170379
Stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400] Random Rubble Masonry (coursed/uncoursed)
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lEidZ lMd Hk.Mnsojk lMd fdeh 0@0 ls 0@600
38.4
1
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
90.87
1
-
dqy
129.27
3382
437191
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
1312.5
1
-
dqy
1312.5
7
10369
Filling pot holes and patch repair with 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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
1368.75
1
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dqy
1368.75
177
242269
Filling pot-holes and patch repairs with open-graded premix surfacing, 20mm thick compacted with bitumen binder VG10 @14.60 kg/10 sqm and aggregate in Hot Mix Plant, transporting the mixed Material with tipper and laying manually to the required level and grade, rolling with power roller, 8-10 tonne, removal of all failed Material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous Material as per Clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 including cost of tack coat and excluding cost of seal coat with lead for mix of Material 1 km. (MoRTH specification : Clause 3004.2)
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
2053.13
1
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dqy
2053.13
125
256641
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
393.75
1
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dqy
393.75
1595
628031
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
2625
1
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dqy
2625
34
89250
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
13687.5
1
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dqy
13687.5
10
136875
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
2115.75
1
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dqy
2115.75
74
156566
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
628.64
1
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dqy
628.64
4335
2725154
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
842.34
1
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dqy
842.34
4909
4135047
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
12.31
1
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dqy
12.31
88818
1093350
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. height
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
641.16
1
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dqy
641.16
4844
3105779
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. height
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
61.98
1
-
dqy
61.98
5366
332585
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
17.35
1
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dqy
17.35
88951
1543303
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
82
1
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dqy
82
129
10578
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure CC Mixer
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
168.98
1
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dqy
168.98
6074
1026385
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
13.27
1
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dqy
13.27
90131
1196038
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
15.12
1
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dqy
15.12
3757
56806
Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
30.24
1
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dqy
30.24
9259
279992
Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
27.68
1
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dqy
27.68
11188
309684
Providing, laying and fixing of Filler Joint Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605.
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
28.24
1
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dqy
28.24
270
7625
Providing, laying and fixing of Filler Joint Providing and filling joint sealing compound as per drawings and technical specification with coarse sand and 6% bitumen by weight as per MoRTH specification : clause 2605.
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
232
1
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dqy
232
18
4176
Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
44
1
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dqy
44
1971
86724
Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
108.09
1
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dqy
108.09
875
94579
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
201.56
1
-
dqy
201.56
452
91105
Providing and laying reinforced cement concrete grade M-30 design mix railing complete as per drawing and technical Specification. [MoRTH Specification : 2703, 1500, 1600 & 1700]. Precast RCC railing
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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
94.8
1
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dqy
94.8
1718
162866
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
157.5
1
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dqy
157.5
5261
828608
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
506.25
1
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dqy
506.25
328
166050
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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jsykou ls tSriqjk lMd fdeh 0@0 ls 6@0 0
62.5
1
-
dqy
62.5
968
60500
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