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
₹ 13,88,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
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_428354_2Bid Award Id
ViewTender No
NIT No 13 of 2024-25 ACE PWD Zone I JodhpurTender 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
FD Order dated 22.10.2021 for additional performance security for unbalanced bid
BOQ Items
Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
4488.85
18
80799.26
Extra for rolling to specification with Power Roller, 8-10 tonne when earth is at suitable moisture content with dry field density not less than 100 % of maximum dry density (Ordi-nary Procter test).excluding watering.
4488.85
26
116710.04
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202.By Mechanical Means :Bituminous courses
600
160
96000
Providing laying, 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, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401].
4345.05
819
3558595.95
Extra rate for carriage of mixed material additional lead from :-2nd Km. to 10th Km (6.6 p. cum per km) (3*6.01=18.03)
4345.05
18
78341.25
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) (incl. lead upto 1000M & all lifts)By mechanical means with lead upto 1 kmFor Grading III
3600
480
1728000
Extra rate for carriage of mixed material additional lead from :-2nd km to 10th km (6.6 p. cum per km) (3*6.6=19.8)
3600
19
71280
Providing, laying, spreading and compacting stone aggregate of as per table 400-10 and 400-11 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved 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 vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 1 Km.
11271.25
1144
12894310
Extra rate for carriage of mixed material additional lead from :-2nd Km. to 10th Km (6.60 p. cum per km) (3*6.6=19.8)
11271.25
19
223170.75
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @6.0kg /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 )
57705
22
1269510
Add extra to item No. 6.1 for additional 0.1 Kg per Sqm emulsion (8.5-6.0=2.5 kg per10sqm=0.25 kg per sqm) (0.25x4.22=1.055 /Sqm = 10.55/10 Sqm)
57705
10
608787.75
Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2 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 )
57705
8
464525.25
Add extra to item No. 6.2 for additional 0.1Kg per Sqm emulsion (5.04x0.75=3.78)
57705
3
218124.9
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader heating of binder aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm
2885.25
5853
16887368.25
Extra rate for carriage of mixed material additional lead from :-2nd Km. to 10th Km (6.01 p. cum per km) (=6.01*3=18.03)
2885.25
18
52021.06
Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with F.E loader and hot mixing of binder and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification : Clause -509,112) Grade-II Bitumen @ minimum 6.00 % of mix with lead up to 1 KM VG-30 grade
1731.15
7355
12732608.25
Extra rate for carriage of mixed material additional lead from :-2nd Km. to 10th Km (6.01 p. cum per km) (=6.01*3=18.03)
1731.15
18
31212.63
PART-B (CC Pavement) Construction of dry lean cement concrete 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 exceed 15:1 , aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
252
2096
528192
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, 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 not exceeding 25 mm, mixed in a 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 and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501, Using vacuum dewatering with required machinery
612.5
5470
3350375
Part 'C'(C D WORK)
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
1342
140
187880
Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Ordinary Soil Mechanically by power shovel, including mechanical loading and carriage by tipper/dumper (6T capacity)
220.5
116
25578
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 stone aggregate 40 mm hand broken aggregate.
376
3568
1341568
Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:6
736
3400
2502400
Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1300]
1449
147
213003
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.PCC Grade M-20 Height upto 5.00m.
5.75
4450
25587.5
Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 1200 mm dia
137.5
7688
1057100
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] Stone masonry Rubble stone masonry in cement mortar
144
225
32400
Recover cost of useful stone @ 2/3rd of masonry work dismantaled quantity.
96
-575
-55200
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (New construction) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a miniumum fill of granular material over top and sides of RCC pipe as per IRC:98-1997 , bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe atleast half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98- 1997 and approved drawings.Single row for one utility service
50
1643
82150
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
382.4
140
53536
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In Ordinary/Soft rock [MoRTH Specification: Clause : 301] If blasting is not resorted to
534
273
145782
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] P.C.C.M15 grade
162.65
4036
656463.47
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications MoRTH Section 1400,2200.Coursed rubble masonry (first sort)
699.29
4053
2834214.26
Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1300]
347.1
147
51023.7
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.PCC Grade M-20 Height upto 5.00m.
1.48
4450
6586
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC Grade M-25 Height upto 5.00m.
46.56
5199
242065.44
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
3.65
85507
312524.66
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 1 V: 20 H towards drawing face. Complete as per drawing and technical specifications.
216
86
18576
Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700. RCC Grade M-30 Using Batching Plant, Transit Mixer and Concrete Pump.For Solid Slab Superstructure Height upto 5 m.
72
5463
393336
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600.
8.48
85723
726759.59
PCC M-15 grade levelling course below approach slab complete as per drawing and MoRTH specifications clause 14.10.
33.6
4009
134702.4
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704.
50.4
7965
401436
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTH specification section 2702.
21.65
9020
195237.9
Providing & Fixing in position 20mm thick premoulded joint filer in expansion joint complete.
24
744
17856
Providing and filling joint sealing compound -Coarse sand with bitumen (6% by weight)
48
26
1248
Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in Clause 2504.2. Of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.
132
748
98736
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.Granular material
330
543
179190
Construction of precast RCC railing of M-30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion complete as per approved drawings and MoRTH specification 2703, 1500, 1600, 1700.
52
1572
81744
Painting two coats after filling the surface with synthetic enamel paint in all shades on plastered concrete surfaces as per MORTH specifications Cl. 803. a) New Surface
300
102
30600
Providing and laying flooring complete as per drawing and Technical specification laid over cement concrete bedding 15 cm thick as per MoRTH specification clause 2505, 1700. Rubble stone laid in cement mortar 1:3 (30 cm thick)
44.42
4230
187913.52
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.
25.2
1006
25351.2
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202]
,by mech means Rubble stone masonry in cement mortar
70
225
15750
Part 'D' Protection work
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301]
288
140
40320
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 stone aggregate 40 mm hand broken aggregate.
28.8
3568
102758.4
Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:6
180
3400
612000
Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1300]
480
147
70560
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.PCC Grade M-20 Height upto 5.00m.
4
4450
17800
PART-E ( Road Furniture Work)
Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Double angle post.
120 cm. X 90 cm.
10
9982
99820
150 cm. X 120 cm.
5
16637
83185
180 cm. X 120 cm.
5
19965
99825
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
1
2627
2627
Ordinary km stone
7
1537
10759
200 m stone (precast)
32
439
14048
Supply & fixing Retro-Reflectorised route marker sign boards as per IRC-67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5mm thick supported on mild steel angle iron post 75mmx75mmx6mm, 3.65 m. long and fixed on 50x50x6mm angle iron frame with defination plate of 30cm. x 25 cm. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm.x45cm.x60 cm., 60cm. below ground level as per approved drawing.
8
3410
27280
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. 90 Cm equilateral triangle
10
4286
42860
90 cm high octagon
2
6522
13044
Supply & fixing of Shevron sign of size 600x450mm made out of alluminium sheet 2mm thick with fixing provision on M.S. angle iron post 50x50x6mm, 3M. long screwed with stainless steel nut bolts of 8 M. dia, plate is covered by high intensity grade retro-reflective sheeting & black reflective arrows, complete in all respect.
30
3520
105600
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.
2218
523
1160014
Providing & fixing of retro-reflectorised hazard marker of size 30cm. X 90 cm. As per IRC-79-1981 made of high intensity grade sheeting in the form of alternate black & yellow strip sloping down ward at an angle of 45 degree C vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on mild steel angle frame 50mmx50mmx6mm supported on mild steel angle post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 90 cm. upto foundation level fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm.x45cm.x60cm. below ground level as per approved drawing & as per MoRTH specification clause 801.
28
2380
66640
Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
1400
186
260400
Supplying and fixing delineator with 30cm. outer dia RCC hume pipe NP-2 (as per IS 458-1971) pipe 1.0m. Long, 40cm. embedded in cement concrete 1:4:8. block of size 50cm.x50cm.x40cm. including excavation upto 40 cm. depth. The inside of pipe shall be filled with cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 coarse aggregate with nominal size aggregate 20mm size) top with semi circular humping. The pipes shall be painted white/black with enamel paint with white round reflector 7.5 cm. dia at top on side facing the traffic and opposite side ( as per IRC-79 ).
20
984
19680
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements