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
Road Construction
Eprocure
Opening Date20 Jul 2023
Closing Date31 Jul 2023
Tender Amount₹ 21,07,84,550
Costs
EMD
₹ 42,15,691Document 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
2023_CEPWD_352350_1Bid Award Id
ViewTender No
ACE PWD Zone Bikaner NIT No 17 of 2023-24Tender 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
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.Extra for watering the earth to bring the earth up to required O.M.C excluding rolling Extra for rolling to specification with power roller 8-10 tonne when earth is at suitable moisture content with desired density excluding watering. Field density not less than 95% of maximum dry density (Ordinary Proctor test)
24870
845580
34
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 Material
7770
7583520
976
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with all lead .For Grading III Material.
7552.5
9244260
1224
Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501].Bituminous course 50-75mm thick along with premix carpet and surface dressing but without disturbing the base with all lift and lead upto 1000m for reusable materials.With road roller attached with scarifier
142450
2279200
16
Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end 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 diversion etc. (MoRTH specification : Clause 406 & Clause 112) by mechanical means with all lead .
25192.5
47865750
1900
Part- 'B' : Bituminous Work
-
-
-
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 8.00 kg /10 Sqm 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 502 & 112 (Including cleaning of road surface )
185850
7210980
38.8
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.0 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 Clause 503 & 112 ( Including cleaning of bituminous road surface )
185850
1486800
8
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9, in hot mix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 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 505 & 112] with all leads .Grading II (26.5mm nominal size) - Bitumen @ minimum 4.5% of mix using VG 30 ( thickness 50 - 75 mm ).
9292.5
67835250
7300
Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 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 -507 & 112) with all lead.Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm .VG 30 Grade .
5575.5
46276650
8300
PART- 'C' : C.C. Pavement
-
-
-
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC 43 grade cement , coarse and fine aggregate (table 600-2 & 600-3) conforming to IS 383, maximum size of coarse aggregate 31.5mm nominal size mixed in a batching and mixing plant as per approved Mix design to achieve required design mix grade of controlled concrete, transported to site, laid with a slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler bord , separation membrane, sealant primer, joint sealant (Table 600-4), debonding strip, dowel bar (IS : 432 Grade-I), tie rod (IS : 1786 Fe500 or IS : 432 Grade-I) , admixtures (IS : 9103 & IS : 6925) as approved, finishing to lines and grades as per drawing including joimt cutting & texturing etc complete as per MoRTH Specification cl. 602 (with flexural strengthe minimum 4.5 MPa).M-40 grade
558.25
3740275
6700
PART- 'D' : RCC SLAB CULVERT
-
-
-
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 within a lead of 1000m. [MoRTH Specification clause 202]. Lime /Cement Concrete.By Manual Means.Prestressed / Reinforced cement concrete grade M-20 & above
67.03
46720
697
Dismantling Brick / Tile work.In cement mortar.
5.77
1587
275
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 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304].In ordinary Soil [MoRTH Specification : Clause : 301] manual means.Depth up to 3m manual means.
349.8
47223
135
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.)
139.92
517704
3700
Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300
541.95
2264809
4179
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
-
-
-
(A)RCC Grade M25.Using concrete Mixer.
347.04
1839312
5300
(B)PCC Grade M20
33.23
149535
4500
Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification
34.7
3035452
87477
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
2068.54
237882
115
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
210.94
13711
65
PART (E ) Road Furniture
-
-
-
Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.
-
-
-
5th Km. Stone ( size 50 x152x25 cm)
6
9000
1500
Km. Stone for NH, SH & MDR ( size 35 x110x25 cm)
21
56700
2700
200 mtr Stone ( size15 x10x65 cm)
104
52000
500
Construction of foundation/Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.90mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
2
28000
14000
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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
-
-
-
90 cm equilateral triangle
40
180000
4500
60 cm circular
14
56000
4000
90 cm high octagon
10
70000
7000
Supplying Informatory sign board size 60x80 cm. made out of 2.0 mm thick aluminum sheet riveted on a frame of 40X40X3mm angle Iron, face to be fully covered by white / blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed background with epoxy paint, complete confirming to MoRTH specifications (2013) cl. 801 with angle iron post 65 x 65 x 6 mm.3 Mtr. Long. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom
18
146358
8131
P & F Delineator with 30 cm. outer dia RCC Hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1.0 M. Long 40 cm embedded in cement concrete (1:2:4) block of size 50x50x40 cm. including excavation up to 40 cm depth. The inside of pipe shall be filled with C.C. (1:2:4) stone grit max size 20 mm or less up to the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side
300
180000
600
Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size :1500 x 1200 mm
7
32368
4624
Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting and black reflective arrow, complete in all respect.
96
290400
3025
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.)
9001.55
4032694
448
Solar Raised Pavement Markers: As per ASTM D 4280 & ASTM D 788 Supply & Installation of Solar Raised Pavement Markers made of Aluminium Alloy Body with Squre shape, solar powered, LED self illumination in active mode. The solar stud marker shall support a load of 25000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to lS:12063:1987 standard and should withstand temperatures in e of 10°C to 75°C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency blinking is 2Hz. There should be super bright LEDs (one gach side with over 5000 (Milicandle) luminous intensity) and its visibilty should not less than l000meter distance in night. The Height, width and length of the marker shall be less than 20mm,125mm, 125mm and it should have one cylinder type shank 30mm + / - 2mm and length of shank should be 60mm +1-5mm. Fixing will be by drilling holes on the road for the shanks ,to go inside, without nails and using epoxy resin based adhesive
100
166400
1664
Providing and Electing typing Citizen's Information Board as per approved drawing & specifications of MORD, made of two MS Sheet of 1.6 mm thick each of size 900 mm x 750 mm stiffened by angel iron 25 mm x 25 mm x 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and Horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawing & as directed by Engineer-In-Charge. All MS will be stove enameled on both side, Lettering, Figureing 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.
7
68425
9775
Supply of Cat's Eye made of aluminium alloy size 75 x 100 x 22 mm having 21 bi-convex lenses embedded in circular disk of ABS plastic on each side.
3052
640920
210
Fixing of cat's eyes on road surface/walls including transportation, excavation etc. complete.
3052
183120
60
PART (F ) Divider work
-
-
-
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 using Kerb laying machine.Using Concrete Mixer
1300
312000
240
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
455
29575
65
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.)
39
144300
3700
Providing and laying chequerred plain cement concrete embossed specially manufactured non slippery tiles of approved make on 20 mm thick cement mortar 1:6 bed, jointed with neat cement slurry complete.
520
182000
350
Providing and applying 2 coats of water based cement paint to unplaster concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 liter for 2 Sqm.
520
29120
56
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements