Public Works Department Tender
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Costs
EMD
₹ 1,71,000Document Cost
₹ 1,500Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_416218_3Tender No
NIT No. 11/2024-25 EE PWD Dn. RajsamandTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
-
-
-
Dumdi Ghati to Balicha
1447.62
57904
40
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
354.42
14176
40
Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres )
-
-
-
Dumdi Ghati to Balicha
620.41
139592
225
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
151.9
34177
225
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)
-
-
-
Dumdi Ghati to Balicha
5713.6
205689
36
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
1870.06
67322
36
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)
-
-
-
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
15.71
1288
82
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)
-
-
-
Dumdi Ghati to Balicha
1322.81
129635
98
Ghodaghati Kesuli Road to Pipliya Gourav path via Bhungal ka Guda
4124.16
404167
98
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
-
-
-
Dumdi Ghati to Balicha
297.68
69359
233
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
456.38
106336
233
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.)
-
-
-
Dumdi Ghati to Balicha
849.37
862110
1015
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
705.37
715949
1015
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 )
-
-
-
Dumdi Ghati to Balicha
5737.5
177862
31
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
3596.63
111495
31
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
-
-
-
Dumdi Ghati to Balicha
5737.5
57375
10
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
3596.63
35966
10
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 .
-
-
-
Dumdi Ghati to Balicha
5737.5
504900
88
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
3596.63
316503
88
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
-
-
-
Dumdi Ghati to Balicha
5737.5
275400
48
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
3596.63
151058
42
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 )
-
-
-
Dumdi Ghati to Balicha
286.88
1347165
4696
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
352.26
1488277
4225
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
-
-
-
Dumdi Ghati to Balicha
247.39
12121
49
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
92.74
4544
49
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.)
-
-
-
Dumdi Ghati to Balicha
51.9
175257
3377
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
21.92
74040
3377
Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:6
-
-
-
Dumdi Ghati to Balicha
10.53
31493
2990
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
10.46
31263
2990
Plastering with cement mortar (1:3 ) on brick work/Stone work in sub-structure as per Technical specifications
-
-
-
Dumdi Ghati to Balicha
16.62
1761
106
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
219.51
23268
106
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
-
-
-
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
37.5
170625
4550
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
-
-
-
Dumdi Ghati to Balicha
22.5
17437
775
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
7.5
5812
775
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
-
-
-
Dumdi Ghati to Balicha
20.66
80397
3891
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
16.01
62304
3891
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
-
-
-
Dumdi Ghati to Balicha
420
44100
105
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
360
37800
105
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)
-
-
-
Dumdi Ghati to Balicha
3
4185
1395
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
5
6975
1395
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)
-
-
-
Dumdi Ghati to Balicha
9
108315
12035
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
9
108315
12035
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
-
-
-
Dumdi Ghati to Balicha
10
29500
2950
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
20
59000
2950
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 .
-
-
-
Dumdi Ghati to Balicha
1
8500
8500
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
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.)
-
-
-
Dumdi Ghati to Balicha
300
100500
335
Ghodaghati Kesuli Rpad to Pipliya Gourav path via Bhungal ka Guda
200
67000
335
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