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.
Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date3 Apr 2023
Closing Date19 Apr 2023
Tender Amount₹ 2,76,30,000
Costs
EMD
₹ 5,52,600Document 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
2023_CEPWD_327711_2Bid Award Id
ViewTender No
SE, PWD Circle, Pratapgarh NIT No. 06/2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://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
2) Peelu to Bhat kheri
0.6
5793
9656
3) A/R Kuni to Katkari
0.2
1931
9656
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
1) Dhikaniya road to Amlifala
1500
48000
32
2) Peelu to Bhat kheri
1500
48000
32
3) A/R Kuni to Katkari
1500
48000
32
Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
-
-
-
1) Dhikaniya road to Amlifala
1500
54000
36
2) Peelu to Bhat kheri
1500
54000
36
3) A/R Kuni to Katkari
1500
54000
36
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 by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
-
-
-
1) Dhikaniya road to Amlifala
6300
737100
117
2) Peelu to Bhat kheri
5809
679653
117
3) A/R Kuni to Katkari
2355
275535
117
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
-
-
-
1) Dhikaniya road to Amlifala
3600
370800
103
2) Peelu to Bhat kheri
2520
259560
103
3) A/R Kuni to Katkari
900
92700
103
Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
-
-
-
1) Dhikaniya road to Amlifala
2295
2258280
984
2) Peelu to Bhat kheri
1721.25
1693710
984
3) A/R Kuni to Katkari
573.75
564570
984
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
-
-
-
1) Dhikaniya road to Amlifala
2754
3403944
1236
2) Peelu to Bhat kheri
1606.5
1985634
1236
3) A/R Kuni to Katkari
573.75
709155
1236
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
-
-
-
1) Dhikaniya road to Amlifala
13770
392445
28.5
2) Peelu to Bhat kheri
10710
305235
28.5
3) A/R Kuni to Katkari
3825
109012
28.5
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
-
-
-
1) Dhikaniya road to Amlifala
13770
147339
10.7
2) Peelu to Bhat kheri
10710
114597
10.7
3) A/R Kuni to Katkari
3825
40927
10.7
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
-
-
-
1) Dhikaniya road to Amlifala
13770
1407294
102.2
2) Peelu to Bhat kheri
10710
1094562
102.2
3) A/R Kuni to Katkari
3825
390915
102.2
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade
-
-
-
1) Dhikaniya road to Amlifala
13770
524637
38.1
2) Peelu to Bhat kheri
10710
408051
38.1
3) A/R Kuni to Katkari
3825
145732
38.1
Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to
-
-
-
1) Dhikaniya road to Amlifala
150
427650
2851
2) Peelu to Bhat kheri
75
213825
2851
Cement Concrete Pavement
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness design, over prepared sub base the with 43 Grade Cement or any other type as per Clause 1501.2.2 M30 (Grade) Coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate bit exceeding 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 Micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrators, adn finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/ culvert and contruction joints, admixtures as approved, curing of concrete slabs for 14-days,
using curing compound and water finihsing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments.
-
-
-
1) Dhikaniya road to Amlifala
300
1629600
5432
2) Peelu to Bhat kheri
150
814800
5432
PART "B" : ROAD FURNITURE
-
-
-
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)
-
-
-
1) Dhikaniya road to Amlifala
4
6908
1727
2) Peelu to Bhat kheri
4
6908
1727
3) A/R Kuni to Katkari
2
3454
1727
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) . 200 m stone (precast)
-
-
-
1) Dhikaniya road to Amlifala
16
7888
493
2) Peelu to Bhat kheri
12
5916
493
3) A/R Kuni to Katkari
4
1972
493
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle
-
-
-
1) Dhikaniya road to Amlifala
3
9954
3318
2) Peelu to Bhat kheri
3
9954
3318
3) A/R Kuni to Katkari
3
9954
3318
Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle
-
-
-
1) Dhikaniya road to Amlifala
5
14860
2972
2) Peelu to Bhat kheri
3
8916
2972
3) A/R Kuni to Katkari
2
5944
2972
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area 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
-
-
-
1) Dhikaniya road to Amlifala
1.8
13467
7482
2) Peelu to Bhat kheri
1.8
13467
7482
3) A/R Kuni to Katkari
1.8
13467
7482
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.
-
-
-
1) Dhikaniya road to Amlifala
800
408000
510
2) Peelu to Bhat kheri
560
285600
510
3) A/R Kuni to Katkari
200
102000
510
Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. 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 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 MoRD specification.
-
-
-
1) Dhikaniya road to Amlifala
1
8300
8300
2) Peelu to Bhat kheri
2
16600
8300
3) A/R Kuni to Katkari
1
8300
8300
PART "C" CD WORKS
-
-
-
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304).Ordinary soil
-
-
-
1) Dhikaniya road to Amlifala
47.04
3339
71
2) Peelu to Bhat kheri
193.96
13771
71
3) A/R Kuni to Katkari
47.04
3339
71
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
1) Dhikaniya road to Amlifala
6.31
21971
3482
2) Peelu to Bhat kheri
40.91
142448
3482
3) A/R Kuni to Katkari
6.31
21971
3482
Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
1) Dhikaniya road to Amlifala
34.19
140042
4096
2) Peelu to Bhat kheri
167.18
684769
4096
3) A/R Kuni to Katkari
34.19
140042
4096
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).300MM DIA
-
-
-
1) Dhikaniya road to Amlifala
30
36360
1212
2) Peelu to Bhat kheri
90
109080
1212
3) A/R Kuni to Katkari
30
36360
1212
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).1200MM DIA
-
-
-
1) Dhikaniya road to Amlifala
15
93885
6259
2) Peelu to Bhat kheri
75
469425
6259
3) A/R Kuni to Katkari
15
93885
6259
Providing and filling in foundation trenches and at the back of abutment wing walls etc. and below pipe bed in layers not exceeding 150 mm thick including watering and compacting including all leads and lifts. Selected granular Material in filling ( MORTH sp. Clause 2200
-
-
-
2) Peelu to Bhat kheri
73.62
30920
420
PART "D" Retaining Wall
-
-
-
Providing cement pointing 1:2, Flush & Ruled on stone, brickwork, floor at all levels. (MoRTH Specification : clause 1000/1300).
-
-
-
1) Dhikaniya road to Amlifala
408.83
18806
46
2) Peelu to Bhat kheri
220.5
10143
46
3) A/R Kuni to Katkari
144.56
6649
46
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
-
-
-
1) Dhikaniya road to Amlifala
245.3
15699
64
2) Peelu to Bhat kheri
132.3
8467
64
3) A/R Kuni to Katkari
86.74
5551
64
Stone masonry work in cement mortar 1:3 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400].Random Rubble Masonry (coursed/uncoursed)
-
-
-
1) Dhikaniya road to Amlifala
457.88
1440948
3147
2) Peelu to Bhat kheri
246.96
777183
3147
3) A/R Kuni to Katkari
161.91
509530
3147
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
1) Dhikaniya road to Amlifala
40.88
142344
3482
2) Peelu to Bhat kheri
22.05
76778
3482
3) A/R Kuni to Katkari
14.46
50349
3482
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
1) Dhikaniya road to Amlifala
5.45
22323
4096
2) Peelu to Bhat kheri
2.94
12042
4096
3) A/R Kuni to Katkari
1.93
7895
4096
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements