Public Works Department Tender
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Costs
EMD
₹ 43,30,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
Summary
Strengthening And Widening Work From Dholakuwa (santha) To Nagal Sherpur (karauli) Via Jonl-dorawali And (sh-22)
Description
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Contact
Tender Id
2024_CEPWD_437123_1Tender No
NIT 09/2024-25 ACE PWD Zone TonkTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
... More
Construction of Embankment with Material obtained from Borrowpits
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.
99763.88
189
18855372.38
... More
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.
10413
61
635193
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Part 'B' (Metal & Metalling) Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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- I Material
21638.38
610
13199408.75
... More
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.)
25711.13
1191
30621949.88
... More
Part 'C' (B.T. Work) 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 0.60 kg/sqm using mechanical means.)
102702.2
23
2362150.6
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
102702.2
7
770266.5
... More
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.)
for GradingII(19 mm nominal size)
5115.19
6082
31110573.42
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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 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)
for Grading-II(13mm nominal size) using binder VG-30
3082.79
7330
22596850.7
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Part 'D' (CC Pavement) Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete 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 blending to be as per table 600-1, cement content not to be less than 150 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 tonnes vibratory roller, finishing and curing.)
4871.9
2123
10343043.7
... More
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 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
9606
5739
55128834
... More
Part 'E' (Protection work)
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.)
In ordinary soil
Manual Means
Depth upto 3 metre
1125
92
103500
... More
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.)
75
3616
271200
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
Random Rubble Masonry
1350
3627
4896450
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
1000
106
106200
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20
10
4462
44620
... More
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
600
51
31020
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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 specifications
500
97
48500
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Part 'F' (Road Safety & Furniture Work)
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)
4
2605
10420
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Ordinary Kilometer stone (Precast)
20
1604
32080
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Hectometer stone (Precast)
92
466
42872
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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)
-
-
-
... More
90 cm equilateral triangle
5
4168
20840
... More
60 cm circular
20
3740
74800
... More
60 cm x 60 cm square
15
4231
63465
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90 cm high octagon
5
6221
31105
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
20
771
15420
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Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
2000
477
954000
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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)
10
13530
135300
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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)
9
8517
76653
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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.)
3800
666
2530800
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Part 'G' (Syphone)
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.)
In ordinary soil
Manual Means
Depth upto 3 metre
397.8
92
36597.6
... More
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.)
271.85
3616
983016.83
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
Random rubble masonry
187.93
3450
648344.7
... More
Laying Reinforced cement concrete pipe NP4/prestressed 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
625
1860
1162500
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
300
106
31860
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20
2
4462
8924
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
400
71
28400
... More
Part 'H' (Drainage work) 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.)
I. In ordinary soil
A Manual Means
(i)Depth upto 3 metre
4950
92
455400
... More
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.)
450
3616
1627200
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
RCC Grade M20
Using concrete mixer
1072.5
4439
4760827.5
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
50.52
88557
4473456.86
... More
PART 'I' (BOX CULVERT 1.20x1.20mtr)
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
Manual Means (Depth upto 3 m)
214.2
92
19706.4
... More
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.)
45.45
3616
164347.2
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
198.54
3450
684963
... More
Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /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 . )
1200 mm dia
36
12338
444168
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20
0.84
4462
3748.08
... More
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
71.4
51
3691.38
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PART 'J' (BOX CULVERT 1.00x1.00 mtr) 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.)
571.2
92
52550.4
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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.)
121.2
3616
438259.2
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
529.44
3450
1826568
... More
Laying Reinforced cement concrete pipe NP4/prestressed 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
96
4544
436224
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20
2.24
4462
9994.88
... More
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
190.4
51
9843.68
... More
Part "K"- (Plantation Work)
Digging holes in all kinds of soil and refilling the same with the eaxcavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately).Hole 1.2 m dia and 1.2m deep
840
46
38640
... More
Supply of different varieties of indoor plants in poly bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. complete. Selective varieties of crotons 2 to 3 feet
840
72
60480
... More
Spreading of sludge farm-yard manure or/and good earth in required thickness (cost of sludge, farm-yard manure or/and good earth to be paid for saparately).
1209.6
74
89510.4
... More
Mixing earth and sludge or farmyard manure in proportion specfied or as directed.
1209.6
17
20563.2
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Half brick circular tree guard in second class bricks, internal dia 1.25 metres, and Ht. 1.2 metre above ground and 0.2 metres below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 Cement, 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete.
840
514
431760
... More
Mantencance of Plants by the contractor including of pits/bids watering preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost.
50400
18
907200
... More
PART - L : (I) HP CULVERT EXTENSION- 1000MM DIA SINGLE ROW
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
Manual Means (Depth upto 3 m)
222.35
92
20456.2
... More
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.)
17.05
3616
61652.8
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20
22.7
4462
101287.4
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. Random Rubble Masonry
209.9
3450
724155
... More
Laying Reinforced cement concrete pipe NP4/prestressed 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
25
4544
113600
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
207.6
106
22047.12
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20
1.6
4462
7139.2
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
209.2
71
14853.2
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