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
₹ 76,900Document Cost
₹ 500Tender Fee
₹ 500
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_408847_2Bid Award Id
ViewTender No
NIT No. 03/2024-25 EE PWD Dn. BhimTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.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
Kunwariya to Deopura
114.1
4564
40
Hati Bhatta to Kurachon ka Khera
8.48
339
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.)
-
-
-
Kunwariya to Deopura
42.85
2313
54
Hati Bhatta to Kurachon ka Khera
4.24
228
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 )
-
-
-
Kunwariya to Deopura
16.89
979
58
Hati Bhatta to Kurachon ka Khera
0.12
6
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)
-
-
-
Kunwariya to Deopura
17.37
625
36
Hati Bhatta to Kurachon ka Khera
15.44
555
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)
-
-
-
Kunwariya to Deopura
19.54
1602
82
Hati Bhatta to Kurachon ka Khera
0.03
2
82
Granular Sub-base with Close Graded Material (Table:- 400-1) 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 / by mechanical means at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material
-
-
-
Kunwariya to Deopura
272.84
63571
233
Hati Bhatta to Kurachon ka Khera
0.01
2
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.)
-
-
-
Kunwariya to Deopura
33.79
34296
1015
Hati Bhatta to Kurachon ka Khera
0.01
10
1015
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)
-
-
-
Kunwariya to Deopura
885.95
86823
98
Primer coat 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 )
-
-
-
Kunwariya to Deopura
900
27900
31
Tack coat 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
-
-
-
Kunwariya to Deopura
900
9000
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 VG - 30 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 40-60 tonnes/hour .
-
-
-
Kunwariya to Deopura
900
79200
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
-
-
-
Kunwariya to Deopura
900
44100
49
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)
-
-
-
Kunwariya to Deopura
7
9765
1395
Hati Bhatta to Kurachon ka Khera
3
4185
1395
Hectometer stone (Precast)
-
-
-
Kunwariya to Deopura
24
10080
420
Hati Bhatta to Kurachon ka Khera
8
3360
420
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
-
-
-
Kunwariya to Deopura
19
56050
2950
Hati Bhatta to Kurachon ka Khera
17
50150
2950
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)
-
-
-
Kunwariya to Deopura
1.8
21663
12035
Hati Bhatta to Kurachon ka Khera
1.8
21663
12035
Providing and fixing of typical informatory sign board with Logo as per MORD specifications, drawing and as per direction of Engineer in Charge. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing .
-
-
-
Kunwariya to Deopura
1
12000
12000
Hati Bhatta to Kurachon ka Khera
1
12000
12000
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.
-
-
-
Kunwariya to Deopura
1
8239
8239
Hati Bhatta to Kurachon ka Khera
1
8239
8239
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)
-
-
-
Kunwariya to Deopura
267
96120
360
Hati Bhatta to Kurachon ka Khera
18
6480
360
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915
-
-
-
Kunwariya to Deopura
1015.2
12182
12
Hati Bhatta to Kurachon ka Khera
310.5
3726
12
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 . ) 300 mm dia
-
-
-
Kunwariya to Deopura
22.5
17437
775
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 , spread, compacted and finished with Screed vibrator & plate vibrator 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, finishing to lines and grades including Vaccume dewatering , all work as per drawing and specifications )
-
-
-
Kunwariya to Deopura
247.51
1162306
4696
Hati Bhatta to Kurachon ka Khera
0.01
23
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
-
-
-
Kunwariya to Deopura
982.7
60927
62
Hati Bhatta to Kurachon ka Khera
164
10168
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.)
-
-
-
Kunwariya to Deopura
49.16
166013
3377
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
-
-
-
Kunwariya to Deopura
185.71
792238
4266
Hati Bhatta to Kurachon ka Khera
51.12
218077
4266
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 . ) 600 mm dia
-
-
-
Kunwariya to Deopura
27.5
64625
2350
Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:4
-
-
-
Kunwariya to Deopura
34.12
110890
3250
Hati Bhatta to Kurachon ka Khera
0.15
487
3250
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
-
-
Kunwariya to Deopura
163.16
17294
106
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg Each complete as per drawing and Technical specification.Boulder laid dry without wire crates.
-
-
-
Kunwariya to Deopura
153.56
188264
1226
Hati Bhatta to Kurachon ka Khera
28.54
34990
1226
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
-
-
-
Kunwariya to Deopura
35
159250
4550
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
-
-
-
Kunwariya to Deopura
12.8
1344
105
Hati Bhatta to Kurachon ka Khera
4
420
105
Laying Reinforced Cement Concrete Pipe NP 3 / prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP3 /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 . ) 1000 mm dia.
-
-
-
Kunwariya to Deopura
15
144000
9600
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Kunwariya to Deopura
1.13
480
425
Hati Bhatta to Kurachon ka Khera
0.66
280
425
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements