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
₹ 3,45,600Document Cost
₹ 2,000Tender Fee
₹ 1,000
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
2022_CEPWD_292066_2Bid Award Id
ViewTender No
E-NIT No. 01/2022-23/Circle KarauliTender 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
Site clearance including uprooting of rank vegetation, bushes, woods, trees and sapplings of girth upto 150mm and removal of rubbish etc. complete
-
-
-
MDR-3 to Bhainsawat
8490
-
87
A/R to Chodharpura
8100
-
87
A/R to Khanaki
8400
-
87
Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501]. Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials.
-
-
-
MDR-3 to Bhainsawat
3183.75
-
15
A/R to Chodharpura
1500
-
15
A/R to Khanaki
4200
-
15
Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). By chieseling/wedging out rock where blasting is prohibited in hard rock
-
-
-
A/R to Khanaki
562.5
-
828
Maintenane of WBM Road includiing flling up of poteholes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical Specifiction Clause:1906
-
-
-
MDR-3 to Bhainsawat
198.98
-
1250
A/R to Chodharpura
135
-
1250
A/R to Khanaki
157.5
-
1250
Restoration of rain cuts with soil, morrum, gravel or a mixtrue of these including all leads and lifts and cost of arrangement of land, cleaning the loose soil, benching for 300mm width, laying fresh material in layers not exceeding 250mm and compacting with plate compactor or power rammer to restore the original alignment levels and slopes complete as per MoRTH specification clause 3002.
-
-
-
MDR-3 to Bhainsawat
147.66
-
113
A/R to Chodharpura
356.25
-
113
A/R to Khanaki
590.63
-
113
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
_____do___________ with lead upto - 50mtr
-
-
-
A/R to Chodharpura
3796.88
-
47
A/R to Khanaki
3093.75
-
47
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. _do__ with lead 50mtr to 500 mtr
-
-
-
MDR-3 to Bhainsawat
3183.75
-
79
Providing, laying, spreading and compacting specified graded Crushed aggregates as granular sub base course as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR, including premixing the material at OMC in mechanical mixer(Pug mill), 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, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead.
-
-
-
A/R to Chodharpura
1012.5
-
690
A/R to Khanaki
1297.5
-
690
Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30. To achieve 95% Proctor density
-
-
-
MDR-3 to Bhainsawat
892.5
-
373
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured). Grading no.2 (63-45mm) crusher broken
-
-
-
MDR-3 to Bhainsawat
53.55
-
1193
A/R to Chodharpura
84.38
-
1193
A/R to Khanaki
87.98
-
1193
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured). Grading no.3 (53-22.4 mm) crusher broken
-
-
-
MDR-3 to Bhainsawat
750.94
-
1253
A/R to Chodharpura
286.88
-
1253
A/R to Khanaki
803.25
-
1253
Providing and applying primer coat over prepared surface or 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 CIause- 502,112. Add extra to above item per 1 Kg Extra in Emulsion per 10 Sqm 8.50 Kg/10 Sqm
-
-
-
MDR-3 to Bhainsawat
10012.5
-
22
A/R to Chodharpura
9180
-
22
A/R to Khanaki
10125
-
22
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning 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. Add extra to above item per 2.75 Kg extra in emulsion per 10 sqm
-
-
-
MDR-3 to Bhainsawat
10012.5
-
8.55
A/R to Chodharpura
9180
-
8.55
A/R to Khanaki
10125
-
8.55
Providing and laying open graded premix carpet 20 mm 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. and aggregates in Hot Mix Plant (including cost of antistripping 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 and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead. In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade VG-30
-
-
-
MDR-3 to Bhainsawat
10012.5
-
94
A/R to Chodharpura
9180
-
94
A/R to Khanaki
10125
-
94
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 antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead b) with bitumen grade VG 30
-
-
-
MDR-3 to Bhainsawat
10012.5
-
32
A/R to Chodharpura
9180
-
32
A/R to Khanaki
10125
-
32
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 602.2.2 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 and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments
-
-
-
MDR-3 to Bhainsawat
150
-
5178
A/R to Chodharpura
229.5
-
5178
A/R to Khanaki
309.6
-
5178
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800).Ordinary km stone for NH
-
-
-
MDR-3 to Bhainsawat
3
-
1134
A/R to Chodharpura
3
-
1134
A/R to Khanaki
4
-
1134
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800). 200 m stone
-
-
-
MDR-3 to Bhainsawat
11
-
324
A/R to Chodharpura
11
-
324
A/R to Khanaki
12
-
324
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 :
900 x 750 mm
-
-
-
MDR-3 to Bhainsawat
1
-
2825
A/R to Chodharpura
1
-
2825
A/R to Khanaki
1
-
2825
P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 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 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 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect
-
-
-
MDR-3 to Bhainsawat
1
-
10876
A/R to Chodharpura
1
-
10876
A/R to Khanaki
1
-
10876
PART- 'B' HPC 2x1000mm Dia
-
-
-
Dismantling stone masonry Rubble stone masonry in cement mortar
-
-
-
MDR-3 to Bhainsawat
43.92
-
409
Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil
-
-
-
MDR-3 to Bhainsawat
65.28
-
113
A/R to Chodharpura
89.6
-
113
Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in cement mortar 1:4
-
-
-
MDR-3 to Bhainsawat
47.67
-
3623
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15
-
-
-
A/R to Chodharpura
50.09
-
3980
Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400. Random rubble masonry, in cement mortar 1:4
-
-
-
MDR-3 to Bhainsawat
34.43
-
2950
A/R to Chodharpura
123.84
-
2950
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP -3 (Single Row) 1000 mm dia
-
-
-
MDR-3 to Bhainsawat
30
-
3044
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP - 3 (Double Row), 1000mm dia
-
-
-
A/R to Chodharpura
15
-
6088
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
MDR-3 to Bhainsawat
432
-
104
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
A/R to Chodharpura
102.4
-
130
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick
-
-
-
A/R to Chodharpura
25.6
-
381
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick
-
-
-
MDR-3 to Bhainsawat
97.2
-
254
PART- 'C' CD WORKS (Protection Wall)
-
-
-
Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil
-
-
-
MDR-3 to Bhainsawat
169.2
-
113
A/R to Chodharpura
74.25
-
113
A/R to Khanaki
72.9
-
113
Providing and laying mechanically 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 as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with stone aggragate 40 mm hand broken
-
-
-
MDR-3 to Bhainsawat
21.15
-
2950
A/R to Chodharpura
11.14
-
2950
A/R to Khanaki
9.11
-
2950
Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in cement mortar 1:4
-
-
-
MDR-3 to Bhainsawat
215.73
-
2950
Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry in cement mortar 1:6
-
-
-
A/R to Chodharpura
92.4
-
2803
A/R to Khanaki
85.73
-
2803
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
MDR-3 to Bhainsawat
473.2
-
104
A/R to Chodharpura
104.5
-
104
A/R to Khanaki
173.36
-
104
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick
-
-
-
MDR-3 to Bhainsawat
37.6
-
254
A/R to Chodharpura
24.75
-
254
A/R to Khanaki
40.5
-
254
White/colour washing of parapets, kerbs, railing, boundry stone, guide stone, poles, trees guard etc. complete. Old surface two coats
-
-
-
A/R to Khanaki
225
-
5
Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205
-
-
-
MDR-3 to Bhainsawat
65.05
-
210
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements