Public Works Department Tender
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Costs
EMD
₹ 2,43,520Document Cost
₹ 1,500Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_428750_5Bid Award Id
ViewTender No
NIT No. 19/2024-25 EE PWD Dn. RajsamandTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
Dadmi to Bor ka Kua via Nayaghar
3954.32
40
158172.8
Rati Talai to Gorela
5878.78
40
235151.2
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
-
-
-
Dadmi to Bor ka Kua via Nayaghar
1694.71
225
381309.75
Rati Talai to Gorela
2519.48
225
566883
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)
-
-
-
Dadmi to Bor ka Kua via Nayaghar
9351.22
36
336643.74
Rati Talai to Gorela
10574.43
36
380679.3
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)
-
-
-
Rati Talai to Gorela
336.31
82
27577.83
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)
-
-
-
Dadmi to Bor ka Kua via Nayaghar
1690.99
98
165717.02
Rati Talai to Gorela
2838.75
98
278197.5
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
-
-
-
Dadmi to Bor ka Kua via Nayaghar
356.39
233
83039.57
Rati Talai to Gorela
816.32
233
190202.09
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.)
-
-
-
Dadmi to Bor ka Kua via Nayaghar
465.84
1015
472822.53
Rati Talai to Gorela
1075.41
1015
1091543.69
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 503 ( Low Porosity )
-
-
-
Dadmi to Bor ka Kua via Nayaghar
1141.43
31
35384.33
Rati Talai to Gorela
3056.5
31
94751.5
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
-
-
-
Dadmi to Bor ka Kua via Nayaghar
1141.43
10
11414.3
Rati Talai to Gorela
3056.5
10
30565
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.) Case - I: Mechanical method using Penetration grade Bitumen VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
-
-
-
Dadmi to Bor ka Kua via Nayaghar
1141.43
88
100445.84
Rati Talai to Gorela
3056.5
88
268972
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 : Type A By VG - 30
-
-
-
Dadmi to Bor ka Kua via Nayaghar
1141.43
48
54788.64
Rati Talai to Gorela
3056.5
48
146712
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 )
-
-
-
Dadmi to Bor ka Kua via Nayaghar
286.88
4696
1347165
Rati Talai to Gorela
286.88
4696
1347165
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
-
-
-
Dadmi to Bor ka Kua via Nayaghar
671.9
49
32922.85
Rati Talai to Gorela
114.07
49
5589.67
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.)
-
-
-
Dadmi to Bor ka Kua via Nayaghar
98.6
3377
332955.32
Rati Talai to Gorela
28.53
3377
96362.69
Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:6
-
-
-
Dadmi to Bor ka Kua via Nayaghar
813.61
2990
2432684.93
Rati Talai to Gorela
87.73
2990
262304.03
Plastering with cement mortar (1:3 ) on brick work/Stone work in sub-structure as per Technical specifications
-
-
-
Dadmi to Bor ka Kua via Nayaghar
477.79
106
50646.17
Rati Talai to Gorela
347.79
106
36866.17
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
-
-
-
Dadmi to Bor ka Kua via Nayaghar
75
4550
341250
Rati Talai to Gorela
67.5
4550
307125
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
-
-
-
Dadmi to Bor ka Kua via Nayaghar
15
775
11625
Rati Talai to Gorela
15
775
11625
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
-
-
-
Dadmi to Bor ka Kua via Nayaghar
16.01
3891
62304.64
Rati Talai to Gorela
11.14
3891
43336.01
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
-
-
-
Dadmi to Bor ka Kua via Nayaghar
360
105
37800
Rati Talai to Gorela
230
105
24150
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)
-
-
-
Dadmi to Bor ka Kua via Nayaghar
4
1395
5580
Rati Talai to Gorela
3
1395
4185
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)
-
-
-
Dadmi to Bor ka Kua via Nayaghar
4.5
12035
54157.5
Rati Talai to Gorela
4.5
12035
54157.5
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
-
-
-
Dadmi to Bor ka Kua via Nayaghar
5
2950
14750
Rati Talai to Gorela
5
2950
14750
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 .
-
-
-
Dadmi to Bor ka Kua via Nayaghar
1
8500
8500
Rati Talai to Gorela
1
8500
8500
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.)
-
-
-
Dadmi to Bor ka Kua via Nayaghar
166
335
55610
Rati Talai to Gorela
156.2
335
52327
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