Public Works Department Tender
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Costs
EMD
₹ 2,30,000Document Cost
₹ 1,000Tender Fee
₹ 2,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEPWD_410434_7Bid Award Id
ViewTender No
NIT No 08/2024-25 EE PWD DN. SALUMBERTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
2560
117760
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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-
MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
480
29280
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
160
10720
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)
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
3577.71
268328
75
Embankment Construction with Material Obtained from Borrow Pits (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 to meet requirement of table 300-2)
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-
MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
325.29
48793
150
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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-
MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
1575
270900
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
1004.06
1104466
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.)
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
1004.06
1114506
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 )
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
5737.5
195075
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
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-
MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
5737.5
63112
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 .
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
5737.5
562275
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
5737.5
309825
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
143.44
775866
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)
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-
-
Ordinary Kilometer stone (precast)
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-
MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
2
3862
1931
Hectometer stone (precast)
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-
-
MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
7
3997
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
7
28630
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
300
149100
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
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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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
859.58
43838
51
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.)
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
101.3
398919
3938
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
1119.35
5046025
4508
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
4.76
426134
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
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
37.5
220350
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
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
7.5
88792
11839
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 . ) 300 mm dia
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
40
53160
1329
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
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MAIN ROAD KURIYA GHATI TO JELUWA HOTE HUYE SEMARI KM 0/0 - 1/750
800
102400
128
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