Public Works Department Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 3,98,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
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
2024_CEPWD_388902_3Bid Award Id
ViewTender No
NIT No 30/2023-24 EE PWD DN. SALUMBERTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
SEMAL TO UTHARDA
6300
289800
46
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.)
-
-
-
SEMAL TO UTHARDA
700
42700
61
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)
-
-
-
SEMAL TO UTHARDA
7360.04
552003
75
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)
-
-
-
SEMAL TO UTHARDA
6639.96
995994
150
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)
-
-
-
SEMAL TO UTHARDA
3933
676476
172
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Mechanical Means (Depth upto 3 m) ordinary rock requiring blasting (Hard rock ( blasting prohibited ))
-
-
-
SEMAL TO UTHARDA
954.35
39128
41
Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) By Mixing Plant : For 45 mm maximum size
-
-
-
SEMAL TO UTHARDA
3532.01
2786755
789
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.)
-
-
-
SEMAL TO UTHARDA
3270.38
3630121
1110
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 )
-
-
-
SEMAL TO UTHARDA
20655
702270
34
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 / 10 Sqm) using bitumen (14.6 Kg / 10 Sqm) 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 Bitumen grade VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
-
-
-
SEMAL TO UTHARDA
20655
2024190
98
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 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. (Aggregate 0.09 Cum / 10 Sqm , Bitumen 4.5 %) Bitumen VG - 30
-
-
-
SEMAL TO UTHARDA
20655
1115370
54
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
-
-
-
SEMAL TO UTHARDA
20655
227205
11
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 )
-
-
-
SEMAL TO UTHARDA
168.75
912768
5409
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.)
-
-
-
SEMAL TO UTHARDA
84.01
330831
3938
Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:6
-
-
-
SEMAL TO UTHARDA
22.8
83653
3669
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
-
-
-
SEMAL TO UTHARDA
75
99675
1329
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
-
-
-
SEMAL TO UTHARDA
110
646360
5876
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
-
-
-
SEMAL TO UTHARDA
386.13
1740674
4508
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m
-
-
-
SEMAL TO UTHARDA
275.09
1312454
4771
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
-
-
SEMAL TO UTHARDA
468.4
56676
121
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
-
-
-
SEMAL TO UTHARDA
4.9
438667
89524
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
-
-
-
SEMAL TO UTHARDA
222
28416
128
"""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) 5th KM Stone
-
-
-
SEMAL TO UTHARDA
1
3216
3216
"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) "
-
-
-
SEMAL TO UTHARDA
5
9655
1931
"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) Hectometer stone (Precast)
-
-
-
SEMAL TO UTHARDA
24
13704
571
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
-
-
-
SEMAL TO UTHARDA
65
53300
820
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
-
-
-
SEMAL TO UTHARDA
5
20450
4090
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)
-
-
-
SEMAL TO UTHARDA
2.16
33454
15488
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.)
-
-
-
SEMAL TO UTHARDA
1188
590436
497
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)
-
-
-
SEMAL TO UTHARDA
665
293930
442
Supply & Fixing of PVC Speed Breaker of size 350X250X50 mm in Black/Yellow colour with corrugated design on it, make Road Star GP 1005/ Dark Eye DA 1005 or equivalent, including fixing base on road with cement, grit, sand, epoxy and with four nails at corners complete in all respect
-
-
-
SEMAL TO UTHARDA
22.5
56250
2500
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 .
-
-
-
SEMAL TO UTHARDA
1
8701
8701
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of made of tow MS Sheet of 1.6 MM thick each of Size 900mmX750MM stiffend by angle iron 25mm X 25 MM X 3MM all around the plate & paltes fixed on frame of 75mm dia pipe of 12 SWG sheet (Vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mm X 600 MM X 750 MM size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per specification.
-
-
-
SEMAL TO UTHARDA
1
9583
9583
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements