Public Works Department Tender
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Costs
EMD
₹ 8,32,280Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_432333_2Bid Award Id
ViewTender No
NIT-NO-05/2024-25 SE PWD CIRCLE NAGAURTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
... More
Providing & laying mechanically mixed & vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
4.5
3070
13815
... More
Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
200
3740
748000
... More
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 - 1200mm dia
75
10400
780000
... More
Providing & fabricating steel reinforecemnt for RCC work incl. cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement
0.66
85500
56430
... More
Jhintiya to Shivpura via Rohisa road in km 1/0 to 1/100, 1/400 to 1/500 & 2/0 to 2/050
Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm compacted layers, including ramming watering and consolidation, lead upto 30 metres [MoRTH Specification : Clause 301,304].Ordinary Soil
5250
54
283500
... More
Add extra over Item No. 3.1 to 3.4 for earth work in embankement construction, side slopes etc. incl. compaction in 200 mm thick loose layers & dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering & rolling.
5250
6
34125
... More
Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
5250
8
44625
... More
Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 100% of maximum dry density (Modified Heavy Proctor test)
5250
10
55125
... More
Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1 as per CBR in sub base course, carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting at OMC with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification :by mechanical means with all lead.
740.25
650
481162.5
... More
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken
204.75
1070
219082.5
... More
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken
196.88
1250
246093.75
... More
Providing & applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 '7.0-10.0 kg /10 Sqm
2625
29
76125
... More
Providing & applying tack coat with bitumen emulsion on the prepared surface incl. cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates & temperatures as per MoRTH specification CI.503,112 On surface treated with primer 2.50 to 3.0 kg /10sqm
2625
12
31500
... More
Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack & seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, incl. loading of aggregates with F.E loader.b) with bitumen grade 60/70 (VG-30)
2625
104
273000
... More
Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH 'b) with bitumen grade 60/70 (VG-30)
2625
36
95287.5
... More
Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS: 383 , the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation after blending, mixing in batching plant as per mix design at optimum moisture content, transporting to site, laying with a hydrostatic paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.
49.5
2750
136125
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement , coarse and fine aggregate conforming to IS: 383 as per design mix, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. 'Design mix grade M30
112.5
5350
601875
... More
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring & shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth up to 3 meter
960
190
182400
... More
Providing & laying mechanically mixed & vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
56.25
3070
172687.5
... More
Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
1966.27
3740
7353849.8
... More
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 - 1200mm dia
67.5
10400
702000
... More
Providing & fabricating steel reinforecemnt for RCC work incl. cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement
31.2
85500
2667600
... More
Rinya Badi to Rohisi via Akhawas-Dasawas in km 3/300 to 3/400 & 4/0 to 4/050
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Cement concerte plain 1:2:4 mix and precast cement concerte blocks.
63
750
47250
... More
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Rubble stone masonry in cement mortar
45
140
6300
... More
Removal of unservicable soil, blown sand including excavation, loading and disposal upto 1000 m lead.
3885
43
167055
... More
Earth work in embankement construction, side slopes etc. from already excavated earth in stockpiles including breaking of clods and dressing with all lead and lift but excluding watering and rolling. by mechanical means using motor grader etc.
4800
16
76800
... More
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring & shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth up to 3 meter
1200
190
228000
... More
Providing & laying mechanically mixed & vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
159.52
3070
489714.12
... More
Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
1934.27
3740
7234154.84
... More
Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm compacted layers, including ramming watering and consolidation, lead upto 30 metres [MoRTH Specification : Clause 301,304].Ordinary Soil
4950
54
267300
... More
Add extra over Item No. 3.1 to 3.4 for earth work in embankement construction, side slopes etc. incl. compaction in 200 mm thick loose layers & dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering & rolling.
4950
6
32175
... More
Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
4950
8
42075
... More
Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 100% of maximum dry density (Modified Heavy Proctor test)
4950
10
51975
... More
Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1 as per CBR in sub base course, carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting at OMC with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification :by mechanical means with all lead.
477.45
650
310342.5
... More
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken
146.25
1070
156487.5
... More
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken
140.63
1250
175781.25
... More
Providing & applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 '7.0-10.0 kg /10 Sqm
1875
29
54375
... More
Providing & applying tack coat with bitumen emulsion on the prepared surface incl. cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates & temperatures as per MoRTH specification CI.503,112 On surface treated with primer 2.50 to 3.0 kg /10sqm
1875
12
22500
... More
Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack & seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, incl. loading of aggregates with F.E loader.b) with bitumen grade 60/70 (VG-30)
1875
104
195000
... More
Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH 'b) with bitumen grade 60/70 (VG-30)
1875
36
68062.5
... More
Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS: 383 , the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation after blending, mixing in batching plant as per mix design at optimum moisture content, transporting to site, laying with a hydrostatic paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.
168.3
2750
462825
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement , coarse and fine aggregate conforming to IS: 383 as per design mix, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. 'Design mix grade M30
270
5350
1444500
... More
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 - 1200mm dia
172.5
10400
1794000
... More
Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205
300
220
66000
... More
Providing & fabricating steel reinforecemnt for RCC work incl. cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement
20.65
85500
1765575
... More
Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
1.55
9600
14880
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
1.25
9600
12000
... More
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
290.63
130
37781.25
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
234.38
130
30468.75
... More
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 & compacting to meet requirement of Tables 300.1 & 300.2 with a lead upto 1000 m as per Technical Specification Clause 301 to 305__do__with lead upto - 50mtr to 500 Mtr
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
3487.5
80
279000
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
2812.5
80
225000
... More
Earth work in excavation incl. stacking/ disposal of surplus earth with all lifts & lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In hard soil mixed with kankar,boulders etc. above 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/ dumper.
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
405
54
21870
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
517.5
54
27945
... More
Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1 as per CBR in sub base course, carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base & compacting at OMC with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification :by mechanical means with all lead.
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
762.5
380
289750
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
694.25
380
263815
... More
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
906.75
1070
970222.5
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
770.63
1070
824568.75
... More
Providing, laying, spreading & compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification incl. spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) & rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
787.5
1250
984375
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
618.75
1250
773437.5
... More
Providing & applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 '7.0-10.0 kg /10 Sqm
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
10500
29
304500
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
8250
29
239250
... More
Providing & applying tack coat with bitumen emulsion on the prepared surface incl. cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates & temperatures as per MoRTH specification CI.503,112 On surface treated with primer 2.50 to 3.0 kg /10sqm
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
10500
12
126000
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
8250
12
99000
... More
Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack & seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, incl. loading of aggregates with F.E loader.b) with bitumen grade 60/70 (VG-30)
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
10500
104
1092000
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
8250
104
858000
... More
Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH 'b) with bitumen grade 60/70 (VG-30)
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
10500
36
381150
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
8250
36
299475
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement , coarse and fine aggregate conforming to IS: 383 as per design mix, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. 'Design mix grade M30
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
168.75
5350
902812.5
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
247.5
5350
1324125
... More
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design incl. finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)
-
-
-
... More
Ordinary km stone for NH
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
4
1500
6000
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
3
1500
4500
... More
200 Mts Stone
-
-
-
... More
Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
12
450
5400
... More
Deshwal to Mando ki Dhani in km 0/0 to 2/500
10
450
4500
... More
P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect
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Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
2
9800
19600
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Deshwal to Mando ki Dhani in km 0/0 to 2/500
1
9800
9800
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Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
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Kumpras-Gotan road to Chopron ki Dhani in km 0/0 to 3/100
2
2420
4840
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Deshwal to Mando ki Dhani in km 0/0 to 2/500
2
2420
4840
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