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
₹ 5,69,780Document 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_432664_6Tender No
NIT NO. 14/2024-25 PWD CIRCLE ALWARTender 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
Earth work 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 meters [MoRTH Specification :
Clause 301,304] Chiseling/Wedging out of rock (where blasting of prohibited). Soft Rock
450
416
187200
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
8058
11
88638
Extra for watering the earth to bring the earth up to required O.M.C excluding rolling
8058
13
104754
Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 100% of maximum dry density (Modified Heavy Proctor test).excluding watering.
8058
18
145044
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 ALL lead As per MoRTH specification Clause No. 305.
1122
125
140250
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density.
3130.5
678
2122479
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). By Manual Means Grading II , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type B
421.52
1452
612046.31
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). By Manual Means Grading III, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B'
776.93
1430
1111010.79
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion(SS-1) as per IS: 8887 & manufacturer’s specifications @ 7 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )
4665
35
163275
Providing and applying tack coat on the prepared surface, with bitumen emulsion(RS-1)as per IS:8887 & manufacturer’s specifications @2.50 kg/10sqm.With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503,112(Including cleaning of Road Surface )
29362.5
11
346477.5
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, grading -1for base / binder course including loading of aggregates with F.E loader and heating and mixing of stone aggregate and bitumen in approved hot mix plant as per clause 6.5 of manual transporting the mixed material in tipper to paver and laying mixed material with sansor paver finisher to the required level and grade rolling by power roller & vibratory compactor to achieve the desired density (approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] 50-100 mm compacted thickness with 3.30% bitumen 60/70 grade including antistripping agent with all lead.
1166.25
6127
7145613.75
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, 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 and seal coat with lead for mix of material 1 Km.[MORTH Specification : Clause 511,112] In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen.
29362.5
125
3670312.5
Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC : SP:98-2013 over item of Open Graded Premix Carpet @ 8% of the quantity of Bitumen by Weight including mixing of aggregate and plastic waste in Hot Mix Plant ( The Bitumen content will be as per respective Clause of Morth Specifications),
29362.5
3
102768.75
Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513 Laying by Mechnical Means Type B - Premixed in in approved HMP as per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage for all lead.
29362.5
61
1791112.5
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202.
75
795
59625
Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including frame work vaccume process dewatering seperation membrane of 125 micron thickness as antification layer, cutting of tranverses and logitudinal joints 4 to 6 mm width with joint filled by sealant 25mm, wide Expansion joint using 25mm impregated bitumen board including dowel bar in prescribed interval with curing etc as per specification with cement concrete M-30 Grade
675
5578
3765150
Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. Ordinary Kilometre stone
13
1390
18070
Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. 200m. stone
44
374
16456
Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. 5th Kilometre stone
2
2261
4522
Providing and laying reinforced cement concrete Pipe NP3 for culverts on first class bedding of granular material in single row incluidng fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets Clause 2905 300mm dia
60
775
46500
Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4.
50
565
28250
Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel. fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. 80 cm x 60 cm rectangular
4
5199
20796
Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board)
2
7770
15540
2- lEidZ lMd fiuku
-
-
-
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201 By mechanical Means . In area of light jungle
0.19
16669
3200.45
Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] IN ORDINARY SOIL Mechanically by power shovel, including mechanical loading and
carriage up to 50m.
978.75
87
85151.25
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
978.75
11
10766.25
Extra for watering the earth to bring the earth up to required O.M.C excluding rolling
978.75
13
12723.75
Extra for rolling to specification with the use of Vibratory roller when earth is at suitable moisture content with desired field density not less than 100% of maximum dry density (Modified Heavy Proctor test).excluding watering.
978.75
18
17617.5
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density.
403.5
678
273573
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). By Manual Means Grading II , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type B
54
1452
78408
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). By Manual Means Grading III, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B'
427.31
1430
611056.88
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion(SS-1) as per IS: 8887 & manufacturer’s specifications @ 7 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )
675
35
23625
Providing and applying tack coat on the prepared surface, with bitumen emulsion(RS-1)as per IS:8887 & manufacturer’s specifications @2.50 kg/10sqm.With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503,112(Including cleaning of Road Surface )
3150
11
37170
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, grading -1for base / binder course including loading of aggregates with F.E loader and heating and mixing of stone aggregate and bitumen in approved hot mix plant as per clause 6.5 of manual transporting the mixed material in tipper to paver and laying mixed material with sansor paver finisher to the required level and grade rolling by power roller & vibratory compactor to achieve the desired density (approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] 50-100 mm compacted thickness with 3.30% bitumen 60/70 grade including antistripping agent with all lead.
157.5
6127
965002.5
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(VG-30 grade) and aggregates in Hot Mix Plant, 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 and seal coat with lead for mix of material 1 Km.[MORTH Specification : Clause 511,112] In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with VG-30 bitumen.
3150
125
393750
Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC : SP:98-2013 over item of Open Graded Premix Carpet @ 8% of the quantity of Bitumen by Weight including mixing of aggregate and plastic waste in Hot Mix Plant ( The Bitumen content will be as per respective Clause of Morth Specifications),
3150
3
11025
Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513 Laying by Mechnical Means Type B - Premixed in in approved HMP as per clause 6.5 of manual having capacity 50 TPH comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 6.8 Kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete - including carriage for ALL. lead.
3150
61
192150
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202.
27.5
795
21862.5
Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including frame work vaccume process dewatering seperation membrane of 125 micron thickness as antification layer, cutting of tranverses and logitudinal joints 4 to 6 mm width with joint filled by sealant 25mm, wide Expansion joint using 25mm impregated bitumen board including dowel bar in prescribed interval with curing etc as per specification with cement concrete M-30 Grade
583.13
5578
3252671.25
Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. Ordinary Kilometre stone
2
1390
2780
Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. Ordinary Kilometre stone 200m. stone
4
374
1496
Providing and laying reinforced cement concrete Pipe NP3 for culverts on first class bedding of granular material in single row incluidng fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets Clause 2905 300mm dia
10
775
7750
Providing and laying reinforced cement concrete Pipe NP3 for culverts on first class bedding of granular material in single row incluidng fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets Clause 2905 600mm dia
5
2067
10335
Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:4:8 mix with crushed stone aggregate 20mm nominal size.
6.83
3383
23094.9
Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board)
1
7770
7770
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%