Public Works Department Tender
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Costs
EMD
₹ 1,64,000Document Cost
₹ 1,500Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2024_CEPWD_395425_3Bid Award Id
ViewTender No
NIT No 01/2024-25 EE PWD DISTT. DN. I UDAIPURTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
2475
113850
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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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
1980
120780
61
Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)Mechanised
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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
495
123750
250
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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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
4108.5
308137
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)
-
-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
450.5
67575
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)
-
-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
1980
340560
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
-
-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
929.48
1022422
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.)
-
-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
860.63
955293
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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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
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 @ 0.27 Cum / Sqm 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.). Case - I: Mechanical method using Penetration grade Bitumen VG - 30 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 75 tonnes/hour .
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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
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 - I I: Type B Providing and laying of premix sand 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 0.06 Cum / 10 Sqm , Bitumen 6.8 kg / 10 Sqm) By VG - 30
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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
5355
208845
39
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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-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
56.25
304256
5409
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 rock (not requiring blasting) Mechanical Means Depth upto 3 m
-
-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
457.59
23337
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.)
-
-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
117.69
463460
3938
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications,PCC Grade M15
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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
560.17
2525262
4508
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
-
-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
1.82
163164
89690
Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed 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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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
22.5
132210
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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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
15
177585
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 ) , 300mm
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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
30
39870
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 specificationscompound, abrasion resistant complete as per approved design etc :600 x 1200 mm size
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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
280
35840
128
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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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
-
-
-
Ordinary Kilometer stone (Precast)
3
5793
1931
Hectometer stone (Precast)
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)
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-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
-
-
-
60 cm equilateral triangle
11
44990
4090
Direction and Place Identification signs with size 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 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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-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
1.08
16727
15488
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
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-
-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
25
20500
820
Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Raiys sadak Yojana informatory sign board with ogo for roads funded by State road fund having M.S. Definition plate of 1.60MM thickness frame to stell hollow dsection of 75mmX75mm, 2.5m Long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25X25X5 mm on back and fix on 1200mm X 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500X600 MM and embedding the posts by M-15 Cement concrete block 45CM X 45CM X 60 CM, 60 CM below ground level including lettering/writing and painting etc. complete in all respect.
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-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
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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-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
1
9583
9583
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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-
Daakankotra toll naka to jhambudiya anicut Km 0/000 to 1/500,
336
166992
497
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