Public Works Department Tender
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Costs
EMD
₹ 4,68,000Document Cost
₹ 1,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_410107_1Bid Award Id
ViewTender No
NIT No 09/2024-25 EE PWD DN. SALUMBERTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
10199.84
469192
46
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
6477.12
297947
46
Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
1912.47
116660
61
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
1214.46
74082
61
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
637.49
42711
67
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
404.82
27122
67
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
12250.75
918806
75
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
8078.35
605876
75
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
3375
580500
172
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
1687.5
290250
172
Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) By Mix in Place Method. For 53 mm maximum size
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
1721.25
1893375
1100
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
860.63
946693
1100
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
1721.25
1910587
1110
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
860.63
955299
1110
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per Technical Specification Clause 502 ( Low Porosity )
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
10327.5
351135
34
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
5355
182070
34
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
10327.5
113602
11
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
5355
58905
11
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) ; Mechanical method using Penetration grade Bitumen VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
10327.5
1012095
98
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
5355
524790
98
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - III : Type C Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. (Aggregate 0.09 Cum / 10 Sqm , Bitumen 4.5 %) Bitumen VG - 30
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
10327.5
557685
54
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
5355
289170
54
Cement Concrete Pavement (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 membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
172.13
931051
5409
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
57.38
310368
5409
Kilo Metre 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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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
3
5793
1931
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
2
3862
1931
Hectometer stone (precast)
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
12
6852
571
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
6
3426
571
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 60 cm equilateral triangle
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
12
49080
4090
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
6
24540
4090
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
1.08
16727
15488
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
1.08
16727
15488
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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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
540
268380
497
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
280
139160
497
Providing and Erecting typical Mukhya Mantri Sadak Yojana signboard made of two MS sheet of 1.6 mm thick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mm all around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm 12 SWG sheet Square tube ( vertical post 2500mm with angle holdfasts ) .On the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing Road logo & name of scheme " Mukhya Mantri Sadak Yojana ".Board duly embeded in cement concrete M-15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .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. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing .
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
1
8701
8701
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
1
8701
8701
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of made of tow MS Sheet of 1.6 MM thick each of Size 900mmX750MM stiffend by angle iron 25mm X 25 MM X 3MM all around the plate & paltes fixed on frame of 75mm dia pipe of 12 SWG sheet (Vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mm X 600 MM X 750 MM size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic 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 specification.
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
1
9583
9583
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
1
9583
9583
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil. Mechanical Means. Depth upto 3 m
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-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
562.05
28664
51
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
663.62
33844
51
Ordinary rock (not requiring blasting) Depth upto 3 m depth.
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-
-
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
60.12
23326
388
Hard rock ( requiring blasting ) Manual Means
-
-
-
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
60.12
30901
514
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
87.53
344693
3938
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
86.9
342212
3938
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
-
-
-
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
174
861126
4949
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
-
-
-
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
220.32
1153375
5235
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
582.65
2626580
4508
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
544.3
2453700
4508
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25. Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
-
-
-
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
30.56
188860
6181
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
-
-
-
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
2.02
181800
90000
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
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-
-
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
15
360
24
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
2.29
205009
89524
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
2.18
195162
89524
Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
45
264420
5876
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
30
176280
5876
Laying Reinforced Cement Concrete Pipe NP 3 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP3 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
15
177585
11839
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
-
-
-
JODHAWAT FALA TO DOKLA TALAB KM 0/0 - 3/0
166
21248
128
DHOLIYA ROAD TO SDO OFFICE LASADIYA VIA NATHU JI BAOJI KM 0/0 - 1/200
226
28928
128
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