Public Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 5,000Tender Fee
₹ 1,000
Summary
Stg Ren. Of Gogunda Tula Machind Road
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
2021_CEPWD_211378_2Bid Award Id
ViewTender No
NIT_8_2020-21_ACE_zone_I_UdrTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Excavation in Ordinary Rock using Hydraulic Excavator CK-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.)
37270.8
-
54
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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
24847.2
-
225
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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)
75520
-
36
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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)
3750
-
82
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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)
1875
-
98
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By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading-III Material
37848
-
233
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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.)
28738.5
-
1015
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.)
79625
-
31
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
246750
-
8.5
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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.
167125
-
10
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.), VG - 30 for GradingII(19 mm nominal size)
12372.5
-
5631
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and 2 % filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)VG - 30, for Grading-II ( 10 mm nominal size )
7423.5
-
6735
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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
15435
-
3
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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 ) M-30, As per mix design
9926.38
-
4696
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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
1370
-
775
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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.) Mechanical Means. Depth upto 3 m
10896.27
-
49
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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.). Mechanical Means. Ordinary rock (not requiring blasting ) Depth upto 3 m Mechanical Means
2572.37
-
62
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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.). Mechanical Means. Hard rock ( blasting prohibited ) Mechanical Means
1714.91
-
401
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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.)
2943.38
-
3377
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Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification,Random Rubble Masonry in cement mortar 1:6
10180.18
-
2990
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Pointing with cement mortar (1:3 ) on brick work / Stone work in substructure as per Technical specifications
2775
-
58
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
65.87
-
3891
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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
1545
-
105
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
4051.19
-
106
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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
1177.5
-
4550
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Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications Random Rubble Masonry cement mortar 1:6
276.03
-
3275
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC Grade M 25.Using Batching Plant, Transit Mixer and Concrete Pump. For solid slab super-structure, 20-30% of (a+b+c) .Height upto 5m
1586.29
-
4712
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
258.28
-
58250
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M30 Height upto 5m.With Batching Plant, Transit Mixer and Concrete Pump
10.8
-
4250
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m
11.3
-
4116
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
396
-
144
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications, RCC Grade M20. With Batching Plant, Transit Mixer and Concrete Pump
3834.59
-
3751
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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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5th kilometre stone (precast)
9
-
2375
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Ordinary Kilometer stone (Precast)
36
-
1395
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Hectometer stone (Precast)
176
-
420
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Direction and Place Identification signs with size more than 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 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)
49.68
-
12550
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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) 90 cm equilateral triangle
200
-
5263
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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 circular
80
-
4583
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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.)
4970.25
-
335
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Supplying of Cat's Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
5875
-
230
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Suppy of Swiss Type Bollard made out of 1.25 mm thick M.S. sheet, total height 135 cm, the lower portion is made in tapered circular section having upper dia 15 cm and lower dia 20. cm with attachment of one mandatory plate 7 mm thick M fixed with the help of 7 cm long, 30mm dia crome plated M.S. tube this part is fixed on the body with another attachment of a cap 30x7 cm. whole body is processed in black stoving enamel and mandatory plate in Azure blue, with one compulsory keep left arrow with 10mm border reflective strip and 3 numbers reflective yellow band each of 7.5 cm on body complete in all respect.
20
-
1955
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Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box in 14x14x17cm with reducing size 14x14 to 8x8cm hold-fast at bottom. the body is painted in orange stoving enamel paint with white/high intensity grade retro reflactive type sheeting having size 10x12cm and 10x10x5cm on both side.
20
-
907
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Supply of Shevron sign of size 600x450 mm made out of 2 mm thick aluminum sheet face to be fully covered by yellow high-intensity grade of retro reflective sheeting with black arrow duly screen printed, thei plate is fixed on angle iron frame made out of 40x40x5mm with help of stainless steel nut bolts / aluminium rivet, this plate is having fixing provision on M.S. angle iron post 65x65x6mm 3.5 Mtr long complete in all .respect as per MORTH specifications for road and bridge works (2001) Section 800.
100
-
4770
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Metal Beam Crash Barrier. Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
1000
-
2930
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Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification, Random Rubble Masonry in cement mortar 1:4
663.75
-
3250
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M20, Height upto 5m, With Batching Plant, Transit Mixer and Concrete Pump
916.19
-
3968
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications,PCC Grade M20
949.57
-
4266
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification,Granular material
565.21
-
425
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
185.31
-
57500
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Dry rubble Flooring
891.36
-
1578
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
500
-
1425
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC Grade M25, Height upto 5m, With Batching Plant, Transit Mixer and Concrete Pump
155.95
-
4490
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P & F GI pipes ( Internal works ) with GI fittings excluding Union (IS:1239 mark) and MS clamps, including cutting and making good the wall and floors.Exposed on wall.32mm dia Nominal Bore,''B' Class
1600
-
333
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Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means. Bituminous course
140
-
195
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