Public Works Department Tender
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Costs
EMD
₹ 6,28,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_431163_1Tender No
NIT No.06/2024-25 of SE PWD Circle PaliTender 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
FD order dated 22.10.2021 for additional performance security for unbalanced bid
BOQ Items
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications MoRTH Section 1400,2200.Random Rubble masonry
92
4582
421544
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)
246
4979
1224834
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204Raised & cut type
299
48
14352
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.[MoRTH Specification Clause 2205]
300
100
30000
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
3.28
86003
282034
Providing and fixing 20mm thick compressible fibre board in expansion Joint complete.
8.4
760
6384
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC grade M 25,height up to 5.0 mt
42.16
5287
222876.13
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTH specification section 2702.
5.17
9854
50905.76
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.
33
190
6270
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
257.6
269
69294.4
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause:1000/1300]
638
204
130152
Providing and fixing of Precast concrete interlocking blocks manufactured and laid over a sand bed of 20 -40mm thick as per IRC SP 63-2004 and IS 15658 -2006. Complete job to be executed as per the instructions of Engineer-in-charge. The rates are inclusive of all lead, lifts & taxes Shape : As specified by Engineer-in-charge.Strength and breaking load as per IS:15658-2006Colour : As specified by Engineer-in-charge.Variation in Dimension :as per IS:15658-2006Variation in thickness : as per IS:15658-200680mm thick, Medium traffic category, M40 Grade designation blocks
75
608
45622.5
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.
2
8550
17100.6
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.
2
1336
2673
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]Cement concrete grade M-15 & M-20,by mech meansCement Concrete Flooring
37.5
479
17962.5
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]Rubble stone masonry in cement mortar
72.9
247
18006.3
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-IIIwith CBR value not less than 20.to attain 100% proctor density.
24
284
6816
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.
16
2379
38064
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 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
31.5
5296
166824
Providing and laying antifriction layer of 3 ply Bituminous paper with 100 mm over-lapping in both directions.
174.3
13
2265.9
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.
41.25
138
5692.5
Providing and laying reinforced cement concrete pipes N.P.3 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900]300mm dia
7.5
1121
8407.5
Providing and laying reinforced cement concrete pipes N.P.3 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900]600mm dia
7.5
2252
16890
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 up to 3.0 mt
72
180
12960
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 crushed stone aggregates 20mm nominal size.
9
3780
34020
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
81
3929
318249
Renovation/Repair of damaged CD work due to Biparjoy cyclone/ Heavyrain on Sampark sadak Ana to Guda Patiyan Km 1 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 up to 3.0 mt
233
180
41940
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 crushed stone aggregates 20mm nominal size.
25.47
3780
96276.6
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
298
3929
1170842
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204,Raised & cut type
215
48
10320
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.Coping
70
190
13300
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]1200mm
30
8567
257010
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-IIIwith CBR value not less than 20.to attain 100% proctor density.
129
284
36636
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.
86
2379
204594
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 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
171.6
5296
908793.6
Providing and laying antifriction layer of 3 ply Bituminous paper with 100 mm over-lapping in both directions.
910
13
11830
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.
6.6
2491
16440.6
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.
217.8
138
30056.4
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
143
269
38467
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
0.05
86003
4707.8
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]Concrete M20 grade In P.C.C.
0.7
4571
3188.27
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.
2
8550
17100.6
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.
2
1336
2673
Renovation/Repair of damaged CD work due to Biparjoy cyclone/ Heavyrain on Sampark sadak Guda Patiyan Km 3 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 hard Soil [MoRTH Specification : Clause : 301
195
265
51675
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 resorted to [MoRTH Spcification : Clause : 302]
292
455
132860
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 grade M15
78
4135
322530
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications MoRTH Section 1400,2200.Random Rubble masonry
116
4582
531512
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)
234
4979
1165086
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204Raised & cut type
342
48
16416
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.[MoRTH Specification Clause 2205]
300
100
30000
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
5.79
86003
498177.54
Providing and fixing 20mm thick compressible fibre board in expansion Joint complete.
12.6
760
9576
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC grade M 25,height up to 5.0 mt
83.64
5287
442226.89
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTH specification section 2702.
9.45
9854
93120.3
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.
136.5
190
25935
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
416.5
269
112038.5
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]Concrete M20 grade In P.C.C.
32.9
4571
150385.9
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.
2
8550
17100.6
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.
2
1336
2673
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]Cement concrete grade M-15 & M-20,by mech means Cement Concrete Flooring
30
479
14370
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]Rubble stone masonry in cement mortar
81
247
20007
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-IIIwith CBR value not less than 20.to attain 100% proctor density.
68
284
19312
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.
66
2379
157014
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 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
132
5296
699072
Providing and laying antifriction layer of 3 ply Bituminous paper with 100 mm over-lapping in both directions.
700
13
9100
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.
6.6
2491
16440.6
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.
165
138
22770
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 up to 3.0 mt
120
180
21600
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 crushed stone aggregates 20mm nominal size.
36
3780
136080
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
135
3929
530415
Renovation/Repair of damaged CD work due to Biparjoy cyclone/ Heavyrain on Girali Dhanda Road Km 1. 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 up to 3.0 mt]
265
180
47700
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 hard Soil [MoRTH Specification : Clause : 301]Depth upto 3m
337
265
89305
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 resorted to [MoRTH Spcification : Clause : 302]
506
455
230230
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 grade M15
136
4135
562360
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications MoRTH Section 1400,2200.Random Rubble masonry
207
4582
948474
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)
520
4979
2589080
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204Raised & cut type
522
48
25056
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.[MoRTH Specification Clause 2205]
312.5
100
31250
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
11.04
86003
949247.68
Providing and fixing 20mm thick compressible fibre board in expansion Joint complete.
20.37
760
15481.2
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC grade M 25,height up to 5.0 mt
145.51
5287
769329.35
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTH specification section 2702.
15.78
9854
155510.9
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.
91
190
17290
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
490
269
131810
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.
2
8550
17100.6
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.
2
1336
2673
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]Cement concrete grade M-15 & M-20,by mech means
102.5
479
49097.5
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] Rubble stone masonry in cement mortar
170.1
247
42014.7
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.
7
2379
16653
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 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
66
5296
349536
Providing and laying antifriction layer of 3 ply Bituminous paper with 100 mm over-lapping in both directions.
350
13
4550
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.
85.8
138
11840.4
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 crushed stone aggregates 20mm nominal size.
51
3780
192780
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]Concrete M20 grade In P.C.C.
48.75
4571
222836.25
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
108
3929
424332
Renovation/Repair of damaged CD work due to Biparjoy cyclone/ Heavyrain on Sampark sadak Shobhawas Km 2 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 hard Soil [MoRTH Specification : Clause : 301
110
265
29150
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 resorted to [MoRTH Spcification : Clause : 302]
110
455
50050
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 hard rock (requiring blasting) [MoRTH Specification : Clause :301,302]
115
563
64745
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 grade M15
46
4135
190210
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications MoRTH Section 1400,2200.Random Rubble masonry
63
4582
288666
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)
137
4979
682123
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204Raised & cut type
262.6
48
12604.8
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.[MoRTH Specification Clause 2205]
125
100
12500
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
3.53
86003
303706.76
Providing and fixing 20mm thick compressible fibre board in expansion Joint complete.
8.4
760
6384
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC grade M 25,height up to 5.0 mt
49.34
5287
260857.94
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTH specification section 2702.
5.17
9854
50905.76
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.
51.85
190
9851.5
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
457.1
269
122959.9
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
0.03
86003
2825.39
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]Concrete M20 grade In P.C.C.
4.92
4571
22482.46
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.
2
8550
17100.6
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.
2
1336
2673
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]Cement concrete grade M-15 & M-20,by mech meansCement Concrete Flooring
22.5
479
10777.5
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]Rubble stone masonry in cement mortar
54
247
13338
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]Cement concrete grade M-15 & M-20,by mech means Cement Concrete Flooring
30
479
14370
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 up to 3.0 mt
148.64
180
26755.2
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 crushed stone aggregates 20mm nominal size.
22.83
3780
86297.4
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 1:4
192
3929
754368
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-IIIwith CBR value not less than 20.to attain 100% proctor density.
50
284
14200
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.
33
2379
78507
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 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
66
5296
349536
Providing and laying antifriction layer of 3 ply Bituminous paper with 100 mm over-lapping in both directions.
347.6
13
4518.8
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.
82.5
138
11385
Renovation/Repair of damaged CD work due to Biparjoy cyclone/ Heavyrain on Barod Undarthal Road Km 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]Cement concrete grade M-15 & M-20,by mech means Cement Concrete Flooring
11
479
5269
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 up to 3.0 mt
223
180
40140
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 crushed stone aggregates 20mm nominal size.
52.46
3780
198298.8
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
287
3929
1127623
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204,Raised & cut type
204
48
9792
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.Coping
67
190
12730
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]1200mm
30
8567
257010
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-IIIwith CBR value not less than 20.to attain 100% proctor density.
85
284
24140
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.
54
2379
128466
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 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
107.1
5296
567201.6
Providing and laying antifriction layer of 3 ply Bituminous paper with 100 mm over-lapping in both directions.
583.5
13
7585.5
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.
3.75
2491
9341.25
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.
139.05
138
19188.9
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
110
269
29590
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
0.13
86003
11306.81
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]Concrete M20 grade In P.C.C.
16.67
4571
76216.85
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.
2
8550
17100.6
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.
2
1336
2673
Providing and laying reinforced cement concrete pipes N.P.3 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900]300mm dia
22.5
1121
25222.5
Providing and laying reinforced cement concrete pipes N.P.3 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900]600mm dia
15
2252
33780
Renovation/Repair of damaged CD work due to Biparjoy cyclone/ Heavyrain on Dhalop to undarthal Road Km 3. 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 up to 3.0 mt
259
180
46620
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 hard Soil [MoRTH Specification : Clause : 301
195
265
51675
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 resorted to [MoRTH Spcification : Clause : 302]
403
455
183365
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 grade M15
78
4135
322530
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications MoRTH Section 1400,2200.Random Rubble masonry
116
4582
531512
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)
229
4979
1140191
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204Raised & cut type
384
48
18432
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.[MoRTH Specification Clause 2205]
300
100
30000
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
5.85
86003
502919.74
Providing and fixing 20mm thick compressible fibre board in expansion Joint complete.
12.6
760
9576
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC grade M 25,height up to 5.0 mt
83.64
5287
442226.89
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTH specification section 2702.
9.45
9854
93120.3
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.
246.75
190
46882.5
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
416.5
269
112038.5
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]Concrete M20 grade In P.C.C.
44.84
4571
204963.64
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.
2
8550
17100.6
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.
2
1336
2673
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]Cement concrete grade M-15 & M-20,by mech means
250.5
479
119989.5
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] Rubble stone masonry in cement mortar
112.5
247
27787.5
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.
33
2379
78507
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 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
283.8
5296
1503004.8
Providing and laying antifriction layer of 3 ply Bituminous paper with 100 mm over-lapping in both directions.
1505
13
19565
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.
26.4
2491
65762.4
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.
356.4
138
49183.2
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 crushed stone aggregates 20mm nominal size.
49
3780
185220
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
182
3929
715078
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