Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date13 Sep 2018
Closing Date24 Sep 2018
Tender Amount₹ 4,42,30,000
Costs
EMD
₹ 8,85,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CEPWD_127971_1Bid Award Id
ViewTender No
ACE BKN 15/2018-19 SRF 2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
11.Ammendement_Price_Escalation
9.SRF_Potential_Assessment_Bid
BOQ Items
Earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling.
10300
66950
6.5
Removal of blown sand including taking out and disposal of excavated material with lead upto 50 m and lift upto 1.5m disposed soil to be levelled and neatly dressed.
4500
117000
26
Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 for lead of granular material upto 20 Kms. (Compacted thickness as specified to be measured) For Grading III Material with CBR value of granular material not less than 15 with all leads
660
612150
927.5
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) WBM Patching without Screening
68.06
106310
1562
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.50 Kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112
907.5
27679
30.5
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.25 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
41168
362690
8.81
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with lead of mix 1 km. For grading-2 using bitumen grade (VG-30).
561
2810049
5009
Providing & laying premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with 14.6 kg of VG-10 bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch , pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T & P etc.
577.5
71610
124
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. and aggregates in Hot Mix Plant (including cost of antistripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader.b) With viscocity grade bitumen VG 30
30855
3424905
111
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.per10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513]b) With viscocity grade bitumen VG 30
30855
1203345
39
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250mm 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 upto 3 metre
28.82
5015
174
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with stone aggregate 40 mm hand broken aggregate.
2.63
8640
3285
Providing and laying first class brick masonry work (minimum 10.5 MPa) in foundation & plinth complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar 1:4 (1 cement : 4 coarse sand)
14.05
52463
3734
Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto 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. P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level
0.66
2679
4059
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 600 mm dia
12.5
19375
1550
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
93.11
12477
134
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803
71.72
3945
55
Providing and fixing of retro-reflectorised cautionary, mandatory, regulatory and informatory sign boards made out of retro reflective sheeting of high intensity prismatic grade conforming to IRC:67: 2012 & type IV standards of ASTM D4956-09 specifications, fixed over 2mm thick Al 4mm thick ACP sheet supported with back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per drawing. 7 years warranty for retro reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Cautionary sign boards ( 600 mm equilateral traingle)
4
14028
3507
Providing and erecting typing citizen information board as per approved drawing & specifications of MORD made of two MS Sheet of 1.6 mm thick each of size 900 mm X 750 mm stiffened by angle iron 25 mm X 25 mm X 3mm all around the plate and plates fixed on frame of 75mm dia pipe of 12SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900 mm ) to be joined by 5 mm thick MS plate at 12 places (65mm X 50mm) duly embedded in cement concrete M-15 grade of block of 600mm X 600mm X 750mm size below ground level as per enclosed drawing and directed by engineer incharge all MS will be stove enamelled on both sides , lettering , figuring and border will be with ready mix synthetic enamel paint of superior qulity in required shade and colour etc. complete in all respect . All section of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specifications
2
19550
9775
Construction of foundation /Inauguration Pedastal in 23 cm thick brick masonary in CM 1:4 of size 1.20m x 1.80m above ground level with 0.30m deep foundationin 34.5 cm thickbrick masonaryand 0.10thick p.c.c 1:3:6 including providing & fixing granite stone of size 0.75m x 0.60m with engraving letters and figures,20mm cement plaster in CM 1:4 , white washing etc. complete as per direction of engineer in charge.
1
10437
10437
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)
-
-
-
Ordinary km stone for NH
5
6500
1300
200 m stone
22
9482
431
Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.
348.6
172906
496
Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 900 x 750 mm
5
15600
3120
Ganganagar-RSNR-Anupgarh-Bikaner road (SH-03) KM 50/0 to 62/750
-
-
-
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
3.83
45960
12000
Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper
10350
403650
39
Earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling.
10350
67275
6.5
Removal of blown sand including taking out and disposal of excavated material with lead upto 50 m and lift upto 1.5m disposed soil to be levelled and neatly dressed.
500
13000
26
Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 for lead of granular material upto 20 Kms. (Compacted thickness as specified to be measured) For Grading III Material with CBR value of granular material not less than 15 with all leads
1972.5
1775250
900
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) WBM Patching without Screening
217.78
340172
1562
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.50 Kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112
2503.75
76364
30.5
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.25 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
75034
661050
8.81
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with lead of mix 1 km. For grading-2 using bitumen grade (VG-30).
300.5
1505205
5009
Providing & laying premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with 14.6 kg of VG-10 bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch , pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T & P etc.
1938.75
240405
124
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. and aggregates in Hot Mix Plant (including cost of antistripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader.b) With viscocity grade bitumen VG 30
71927.5
7983953
111
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.per10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513]b) With viscocity grade bitumen VG 30
71927.5
2805173
39
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250mm 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 upto 3 metre
30
5220
174
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with stone aggregate 40 mm hand broken aggregate.
4.5
14783
3285
Providing and laying first class brick masonry work (minimum 10.5 MPa) in foundation & plinth complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar 1:4 (1 cement : 4 coarse sand)
24.49
91446
3734
Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto 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. P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level
1.18
4790
4059
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
106.28
14242
134
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803
68.78
3783
55
Providing and fixing of retro-reflectorised cautionary, mandatory, regulatory and informatory sign boards made out of retro reflective sheeting of high intensity prismatic grade conforming to IRC:67: 2012 & type IV standards of ASTM D4956-09 specifications, fixed over 2mm thick Al 4mm thick ACP sheet supported with back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per drawing. 7 years warranty for retro reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Cautionary sign boards ( 600 mm equilateral traingle)
14
49098
3507
Providing and erecting typing citizen information board as per approved drawing & specifications of MORD made of two MS Sheet of 1.6 mm thick each of size 900 mm X 750 mm stiffened by angle iron 25 mm X 25 mm X 3mm all around the plate and plates fixed on frame of 75mm dia pipe of 12SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900 mm ) to be joined by 5 mm thick MS plate at 12 places (65mm X 50mm) duly embedded in cement concrete M-15 grade of block of 600mm X 600mm X 750mm size below ground level as per enclosed drawing and directed by engineer incharge all MS will be stove enamelled on both sides , lettering , figuring and border will be with ready mix synthetic enamel paint of superior qulity in required shade and colour etc. complete in all respect . All section of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specifications
2
19550
9775
Construction of foundation /Inauguration Pedastal in 23 cm thick brick masonary in CM 1:4 of size 1.20m x 1.80m above ground level with 0.30m deep foundationin 34.5 cm thickbrick masonaryand 0.10thick p.c.c 1:3:6 including providing & fixing granite stone of size 0.75m x 0.60m with engraving letters and figures,20mm cement plaster in CM 1:4 , white washing etc. complete as per direction of engineer in charge.
1
10437
10437
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)
-
-
-
Ordinary km stone for NH
12
15600
1300
200 m stone
51
21981
431
Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.
429.6
213082
496
Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 900 x 750 mm
5
15600
3120
Total
5
25974354
3120
Srivijaynagar - Raisinghnagar road (MDR-115) KM 18/0 to 35/0 (18/0 to 21/500 & 23/0 to 30/0)
-
-
-
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
4.2
50400
12000
Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper
6300
245700
39
Earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling.
6300
40950
6.5
Removal of blown sand including taking out and disposal of excavated material with lead upto 50 m and lift upto 1.5m disposed soil to be levelled and neatly dressed.
8750
227500
26
Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 for lead of granular material upto 20 Kms. (Compacted thickness as specified to be measured) For Grading III Material with CBR value of granular material not less than 15 with all leads
1260
1058400
840
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of 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 specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) WBM Patching without Screening
173.25
270617
1562
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.50 Kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112
2310
70455
30.5
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.25 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
80718
711126
8.81
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with lead of mix 1 km.For grading-2 using bitumen grade (VG-30).
1206.15
6041605
5009
Providing & laying premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with 14.6 kg of VG-10 bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch , pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T & P etc.
1705
211420
124
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. and aggregates in Hot Mix Plant (including cost of antistripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader.b) With viscocity grade bitumen VG 30
58905
6538455
111
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.per10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513]b) With viscocity grade bitumen VG 30
58905
2297295
39
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250mm 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 upto 3 metre
57.64
10029
174
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with stone aggregate 40 mm hand broken aggregate.
5.26
17279
3285
Providing and laying first class brick masonry work (minimum 10.5 MPa) in foundation & plinth complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar 1:4 (1 cement : 4 coarse sand)
25.26
94321
3734
Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto 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. P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level
1.08
4384
4059
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 600 mm dia
25
38750
1550
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
160.14
21459
134
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803
117.36
6455
55
Providing and fixing of retro-reflectorised cautionary, mandatory, regulatory and informatory sign boards made out of retro reflective sheeting of high intensity prismatic grade conforming to IRC:67: 2012 & type IV standards of ASTM D4956-09 specifications, fixed over 2mm thick Al 4mm thick ACP sheet supported with back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per drawing. 7 years warranty for retro reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Cautionary sign boards ( 600 mm equilateral traingle)
6
21042
3507
Providing and erecting typing citizen information board as per approved drawing & specifications of MORD made of two MS Sheet of 1.6 mm thick each of size 900 mm X 750 mm stiffened by angle iron 25 mm X 25 mm X 3mm all around the plate and plates fixed on frame of 75mm dia pipe of 12SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900 mm ) to be joined by 5 mm thick MS plate at 12 places (65mm X 50mm) duly embedded in cement concrete M-15 grade of block of 600mm X 600mm X 750mm size below ground level as per enclosed drawing and directed by engineer incharge all MS will be stove enamelled on both sides , lettering , figuring and border will be with ready mix synthetic enamel paint of superior qulity in required shade and colour etc. complete in all respect . All section of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specifications
2
19550
9775
Construction of foundation /Inauguration Pedastal in 23 cm thick brick masonary in CM 1:4 of size 1.20m x 1.80m above ground level with 0.30m deep foundationin 34.5 cm thickbrick masonaryand 0.10thick p.c.c 1:3:6 including providing & fixing granite stone of size 0.75m x 0.60m with engraving letters and figures,20mm cement plaster in CM 1:4 , white washing etc. complete as per direction of engineer in charge.
1
10437
10437
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)
-
-
-
Ordinary km stone for NH
9
11700
1300
200 m stone
42
18102
431
Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.
381
188976
496
Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 900 x 750 mm
9
28080
3120
Total
5
18254487
3120
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