Public Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_210695_3Bid Award Id
ViewTender No
NIT No. 07/2020-21 PWD Dn. RajsamandTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
DOVAD TO MOCHELA
0.6
-
14589
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)
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
2116
-
40
KEROT CHORAYA TO KARNI NAGAR
1595
-
40
DOVAD TO MOCHELA
1595
-
40
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.)
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
2116
-
54
KEROT CHORAYA TO KARNI NAGAR
1276
-
54
DOVAD TO MOCHELA
1276
-
54
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
1058
-
58
KEROT CHORAYA TO KARNI NAGAR
319
-
58
DOVAD TO MOCHELA
319
-
58
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)
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
4126.2
-
36
KEROT CHORAYA TO KARNI NAGAR
2647.7
-
36
DOVAD TO MOCHELA
2647.7
-
36
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
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
2352.38
-
233
KEROT CHORAYA TO KARNI NAGAR
946.69
-
233
DOVAD TO MOCHELA
745.88
-
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.)
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
3270.38
-
1015
KEROT CHORAYA TO KARNI NAGAR
946.69
-
1015
DOVAD TO MOCHELA
745.88
-
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 502 ( Low Porosity )
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
13005
-
31
KEROT CHORAYA TO KARNI NAGAR
4398.75
-
31
DOVAD TO MOCHELA
-
-
-
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 503
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
13005
-
10
KEROT CHORAYA TO KARNI NAGAR
4398.75
-
10
DOVAD TO MOCHELA
3825
-
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 @ 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.)As per clause 510.Case - I: Mechanical method using Penetration grade Bitumen CRMB - 60 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 40-60 tonnes/hour .
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
13005
-
88
KEROT CHORAYA TO KARNI NAGAR
4398.75
-
88
DOVAD TO MOCHELA
3825
-
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 - III : Type C (Providing and laying of premix seal coat with HMP of appropriate capacity not less than 40-60 tonnes/ hours using crushed stone chipping 6.7 mm size @ 0.09 Cum / 10Sqm and penetration bitumen @ 4.5 % of Mix of suitable grade.) By VG - 30
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
13005
-
48
KEROT CHORAYA TO KARNI NAGAR
4398.75
-
48
DOVAD TO MOCHELA
3825
-
48
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 )
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
401.63
-
4696
KEROT CHORAYA TO KARNI NAGAR
286.88
-
4696
DOVAD TO MOCHELA
171
-
4696
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
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
724.57
-
62
KEROT CHORAYA TO KARNI NAGAR
331.16
-
62
DOVAD TO MOCHELA
137.32
-
62
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.)
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
138.62
-
3377
KEROT CHORAYA TO KARNI NAGAR
62.28
-
3377
DOVAD TO MOCHELA
25.97
-
3377
Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:6
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
736.9
-
2990
KEROT CHORAYA TO KARNI NAGAR
86.6
-
2990
DOVAD TO MOCHELA
295.1
-
2990
Random Rubble Dry stone masonry for superstructure above plinth level one storey height above 30 cm. thick walls in :
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
607.5
-
1132
KEROT CHORAYA TO KARNI NAGAR
236.25
-
1132
DOVAD TO MOCHELA
337.5
-
1132
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
98.9
-
3891
KEROT CHORAYA TO KARNI NAGAR
64.43
-
3891
DOVAD TO MOCHELA
3.74
-
3891
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
2509.61
-
106
KEROT CHORAYA TO KARNI NAGAR
1742.66
-
106
DOVAD TO MOCHELA
107.37
-
106
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
360
-
58
DOVAD TO MOCHELA
90
-
58
Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/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
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
30
-
4550
KEROT CHORAYA TO KARNI NAGAR
15
-
4550
DOVAD TO MOCHELA
30
-
4550
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106. (Excluding cost of first class bedding) 300 mm dia
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
37.5
-
775
KEROT CHORAYA TO KARNI NAGAR
45
-
775
DOVAD TO MOCHELA
30
-
775
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
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
200
-
105
DOVAD TO MOCHELA
50
-
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).
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
5
-
1395
KEROT CHORAYA TO KARNI NAGAR
3
-
1395
DOVAD TO MOCHELA
2
-
1395
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
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-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
22
-
2950
KEROT CHORAYA TO KARNI NAGAR
14
-
2950
DOVAD TO MOCHELA
10
-
2950
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)
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
3.35
-
12550
KEROT CHORAYA TO KARNI NAGAR
2.23
-
12550
DOVAD TO MOCHELA
2.23
-
12550
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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-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
1
-
8239
KEROT CHORAYA TO KARNI NAGAR
1
-
8239
DOVAD TO MOCHELA
1
-
8239
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.)
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
600
-
335
KEROT CHORAYA TO KARNI NAGAR
300
-
335
DOVAD TO MOCHELA
150
-
335
Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.40m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.50 to 1.00 Sqm with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
-
-
-
PIPARDA CHUNGI NAKA TO GARIYAWAS VIA AADA GELA
1
-
12500
KEROT CHORAYA TO KARNI NAGAR
1
-
12500
DOVAD TO MOCHELA
1
-
12500
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