Public Works Department Tender
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Costs
EMD
₹ 27,32,000Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_268757_8Bid Award Id
ViewTender No
NIT No.02/2022-23 of ACE PWD Zone-I Jodhpur bidTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
FD order dated 22.10.2021 for Additional Performance security for unbalanced bid
BOQ Items
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Extra for watering the earth to bring the earth upto 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 dry field density not less than 100 % of maximum dry density (Ordi-nary Procter test).excluding watering.
23051.11
-
32
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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
2218.41
-
148.52
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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.
9651.95
-
351.38
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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-II with CBR value not less than 20.to attain 100% proctor density.
9878.93
-
286.65
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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).Grading II , 63 mm to 45 mm @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken)
13423.65
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1072.05
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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).Grading III, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken)
8165.06
-
1090.95
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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 @8.5 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 )
84370
-
30.6
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Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2.75 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 )
137858.5
-
10.8
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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 VG-30 grade with lead of mix 1 Km.
7059.8
-
4423.65
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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 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 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 all lead for mix of material [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 bitumen VG-30.
137956.5
-
85.05
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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 513 Laying by Mechnical Means a) 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 1 Km. lead.
137956.5
-
42
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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] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
722
-
105.05
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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 1:3:6 mix with stone aggregate 40 mm crusher broken.
295.59
-
3312
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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 1:4
336.41
-
3576.62
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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.
96
-
79
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Sand filling and compaction by mechnical means in foundation trenches, in 150mm layers, with all lead and lift, as per drawing and technical specification, to achieve field density. [MoRTH Specification : Clause : 304]
255
-
478
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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.
3.6
-
3995.62
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Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications MoRTH Section 1300,2200.
336
-
152.2
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Providing and laying reinforced cement concrete pipes N.P.3for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 1000 mm dia
160
-
5057
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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 curing etc. as per specification with cement concrete M-30 grade
80
-
4935
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Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound.
160
-
108.15
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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] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
631.75
-
105.05
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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 1:3:6 mix with stone aggregate 40 mm crusher broken.
258.64
-
3312
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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 1:4
424.95
-
3576.62
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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.
56
-
79
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Sand filling and compaction by mechnical means in foundation trenches, in 150mm layers, with all lead and lift, as per drawing and technical specification, to achieve field density. [MoRTH Specification : Clause : 304]
446.25
-
478
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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.
3.15
-
3995.62
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Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications MoRTH Section 1300,2200.
315
-
152.2
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Providing and laying reinforced cement concrete pipes N.P.3for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 1000 mm dia
140
-
5057
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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 curing etc. as per specification with cement concrete M-30 grade
62.3
-
4935
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Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound.
140
-
108.15
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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] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
2587.5
-
105.05
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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 1:3:6 mix with stone aggregate 40 mm crusher broken .
1663.31
-
3312
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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 1:4
1787.7
-
3576.62
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Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification MoRTH Section 1300,2200.
500
-
71.32
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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.
167.25
-
3995.62
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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 curing etc. as per specification with cement concrete M-30 grade
2733.8
-
4935
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Expansion joint 25 mm wide and depth 200 to 300 mm using 25 mm thick bitumen impregnated board, dowel bars 25mm M.S. rod 500 mm long @ 200 mm C/C with pve sleeve as per IRC 58 (1988) including required steel bar (16 mm dia.) chairs, making holes in board, placing whole assembly in correct position till concreting is done.
222.5
-
2172.45
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Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound.
5140
-
108.15
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Providing and laying reinforced cement concrete pipes N.P.3for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 600mm dia
100
-
2252
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Providing and laying reinforced cement concrete pipes N.P.3for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 300mm dia
200
-
1121
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Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications MoRTH Section 1300,2200.
6376.5
-
152.2
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M-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Categary A Denated units to key into each other on four faces zigag shape as per IRC SP 63:2004
6376.5
-
851
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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] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
556.25
-
105.05
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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 1:3:6 mix with stone aggregate 40 mm crusher broken.
48.75
-
3312
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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 1:4
267.75
-
3576.62
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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.
26.25
-
3995.62
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Plastering with cement mortar (1:3) on brick work in substructure as per Technical specifications MoRTH Section 1300,2200.
175
-
152.2
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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 curing etc. as per specification with cement concrete M-30 grade
163
-
4935
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Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound.
270
-
108.15
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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
72
-
3631
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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. 150 cm. X 120 cm.
18
-
14542
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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. 120 cm. X 75 cm.
25
-
7271
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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.
7
-
1215
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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.
7800
-
519
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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.
216
-
3520
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Supplying and fixing delineators with 15cm. dia cement concrete M-15 solid block with nominal reinforcement 80-100 cm. long embedded in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 coarse aggregate 20mm nominal size (45cm. x 45cm.x 60cm.) painted 15 cm. wide alternate strips black /white with enamel paint (black strip at top) with white round reflector 7.5 cm. dia at top on side facing the traffic and opposite side (as per IRC-79).
300
-
425
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Supply of Hazard marker made out of 2 mm thick M.S. sheet size 300 x 300 x 3 mm framed with angle iron 25 x 25 x 3 mm and fixed on channel posts 75 x 40 x 6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos, 5 cm dia. reflective sheet on white reflective back ground with additional boarder of 1.25 cm all around it.
84
-
510
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Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
600
-
228
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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. 5th Kilometre stone
6
-
2027.39
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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. Ordinary Kilometre stone
20
-
1208.71
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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. 200m stone
104
-
379.16
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