Public Works Department Tender
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Costs
EMD
₹ 6,50,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_367643_1Bid Award Id
ViewTender No
NIT No.06 of 23-24 PWD Circle Sirohi above 3 croreTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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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] When excavation and loading is done mechanically using Bull Dozar, F.E.Loader and carriage is done by tipper/dumper (6T capacity). Hard rock, with lead upto 50m,and lift upto 0.5m
46.5
13020
280
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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 100 m as per Techn Specification Clause 301
21414.9
1242064
58
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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.
8568.55
2699349
315.03
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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 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)
3385.54
3978009
1175
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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 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)
1768.18
2121811
1200
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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 of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502, 501.5.2,112 ( Including cleaning of road surface ) Add Extra 2.5 kg
23575.69
959530
40.7
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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, 501.5.2,112 ( Including cleaning of Road Surface) Add Extra 0.75 kg
23575.69
374617
15.89
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Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-24, 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 with all lead .[MORTH Specification : Clause 510,112]In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with bitumen VG-30.
23575.69
2711204
115
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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 511 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 20 Km. lead.
23575.69
1296662
55
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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] When excavation and loading is done mechanically using Bull Dozar, F.E.Loader and carriage is done by tipper/dumper (6T capacity).
10552.06
1160726
110
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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] When excavation and loading is done mechanically using Bull Dozar, F.E.Loader and carriage is done by tipper/dumper (6T capacity).
2044.5
224895
110
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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.
1022.25
322039
315.03
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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 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)
511.13
600571
1175
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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 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)
511.13
613350
1200
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Providing and laying controlled cement concrete for cement concrete pavements using OPC 43 Cement and design mix concrete including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including formwork ,curing etc. as per specification
969.38
5193911
5358
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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]300 mm dia
45
60750
1350
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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] [MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
353.7
47749
135
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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
22.5
88875
3950
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Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation (any level) complete, including all acaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400]Random Rubble Masonry
147.65
577291
3910
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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.
58.72
18500
315.03
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Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 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)
78.9
92707
1175
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Providing and laying controlled cement concrete for cement concrete pavements using OPC 43 Cement and design mix concrete including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including formwork ,curing etc. as per specification (-do-) with cement concrete M-30 grade
59.4
318265
5358
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Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses
6.08
1245
205
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Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications MoRTH Section 1300,2200.
32.4
4937
152.4
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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] [MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
346.5
46777
135
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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
34.65
136867
3950
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Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation (any level) complete, including all acaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400]Random Rubble Masonry
376.2
1470942
3910
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Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 1406 Raised Cut Type
231
21945
95
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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.
132
11220
85
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Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses
59.4
12177
205
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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] [MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
254.04
34295
135
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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
60.47
238839
3950
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Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation (any level) complete, including all acaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400]Random Rubble Masonry
279.95
1094589
3910
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Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
40.5
8302
205
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Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications MoRTH Section 1300,2200.
208.78
31817
152.4
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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.Sandy material
344.39
258292
750
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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] 1000 MM
15
95250
6350
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Construction of rockfill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibrato
126.56
5821
46
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Providing and laying controlled cement concrete for cement concrete pavements using OPC 43 Cement and design mix concrete including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including formwork ,curing etc. as per specification
50.63
271248
5358
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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] [MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
365.08
49286
135
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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
81.75
322928
3950
... More
Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation (any level) complete, including all acaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400]Random Rubble Masonry
491.39
1921325
3910
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Providing PCC M-20 50mm thick coping 20mm nominal size aggregate on the top of wing wall, return wall etc. with rounding of edges etc. complete as per drawing and technical specification Clauses
9
1845
205
... More
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 1406 Raised Cut Type
302.73
28759
95
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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.Sandy material
286.99
215243
750
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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]1000 mm dia
37.5
238125
6350
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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.
74.25
23390
315.03
... More
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 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)
37.13
43621
1175
... More
Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 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)
37.13
44550
1200
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Providing and laying controlled cement concrete for cement concrete pavements using OPC 43 Cement and design mix concrete including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including formwork ,curing etc. as per specification
112.5
602775
5358
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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. (a) Ordinary Kilometre stone
8
10560
1320
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(b) 200m. stone
27
10935
405
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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
16
63200
3950
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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. (a) 120 cm. X 75 cm.
6
47100
7850
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(b) 120 cm. X 90 cm.
4
38200
9550
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Supply & fixing of precast reinforced cement concrete M-15 grade boundary pillars 100mm x 100mm x 900mm of size of standard design as per IRC: 25-1967, fixed in position in cement concrete 1:4:8 including finishing and lettering but excluding painting.
52
20800
400
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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
15100
7550
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Supply & fixing flood gauge (water gauge) as per IRC 67 standard 200cm. long fixed on angle iron post 50mmx50mmx6mm, 2.60m. Long fixed cement concrete M-15 mix size 30x30x60 cm. Complete including transportation excavation etc. complete.
6
10800
1800
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