Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Jul 2023
Closing Date25 Jul 2023
Tender Amount₹ 2,15,09,045
Costs
EMD
₹ 4,30,181Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_348987_1Bid Award Id
ViewTender No
SE PWD Circle SGNR NIT No. 02 of 2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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).In ordinary soil Mechanically by power shovel, including mechanical loading and carriage up to 50m.
2754
123930
45
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].
360
6120
17
PART-B WMM WORK
-
-
-
Patching WBM surfaces with stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 including cost of material,machiery & labour complete, Above 50 mm thick upto 75 mm thick
382.5
57375
150
Providing, laying, spreading and compacting stone aggregate having physical requirement as per table 400-8 and of specific sizes as per table 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112 Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel
210.94
379692
1800
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
75
285000
3800
Providing and laying factory made chamfered edge Plastic coated Designer Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required Grey/ Yellow/ Red or any other colour and pattern over 50 mm thick compacted bed of Coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer's specifications and direction of Engineer-in-charge. 80 mm thick C.C. Interlocking Paver block of M-30 grade with approved color design and pattern.
750
592500
790
PART-C BITUMINOUS WORKS
-
-
-
Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511 using 60/70 grade bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trimming and finishing the surface to form a smooth continous surface, all as per MoRTH specification clause 3004.2
573.75
68850
120
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.0 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 Clause 503 & 112 ( Including cleaning of bituminous road surface )
19507.5
156060
8
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping 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 all lead .[MoRTH Specification : Clause 510 & 112]In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG-30
19507.5
2243363
115
Providing and applying premix seal coat type "B" comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (Grade 60/70) (including cost of anti-stripping compound wherever required) In mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511)
19507.5
858330
44
PART-D SHOULDER WORKS
-
-
-
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,
636
620736
976
PART-F ROAD FURNITURE
-
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 approved drawing 60 cm equilateral triangle
6
18900
3150
Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.
Km. Stone for NH, SH & MDR ( size 35 x110x25 cm)
5
13500
2700
200 Meter stone ( size 15 x10x65 cm)
20
10000
500
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
82.75
37072
448
Construction of foundation/Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.90mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
1
14000
14000
Providing and Electing typing Citizen's 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 angel iron 25 mm x 25 mm x 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG 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 (65 mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawing & as directed by Engineer-In-Charge. All MS will be stove enameled on both side, Lettering, Figureing and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specification.
2
19550
9775
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.
3
7110
2370
Rehabilitation of LR Suratgarh-Anupgarh Road to 3 PPM via 5 PPM km 0/0 to 3/0 and 7/0 to 9/0
-
-
-
PART-A EARTH WORK
-
-
-
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
0.9
12600
14000
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).In ordinary soil Mechanically by power shovel, including mechanical loading and carriage up to 50m.
1800
81000
45
PART-B WMM WORK
-
-
-
Patching WBM surfaces with stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 including cost of material,machiery & labour complete, Above 50 mm thick upto 75 mm thick
562.5
84375
150
Providing, laying, spreading and compacting stone aggregate having physical requirement as per table 400-8 and of specific sizes as per table 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112 Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel
140.63
253134
1800
PART-C BITUMINOUS WORKS
-
-
-
Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511 using 60/70 grade bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trimming and finishing the surface to form a smooth continous surface, all as per MoRTH specification clause 3004.2
937.5
28125
30
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm 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 502 & 112 (Including cleaning of road surface )
1875
16500
8.8
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.0 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 Clause 503 & 112 ( Including cleaning of bituminous road surface )
19890
159120
8
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping 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 all lead .[MoRTH Specification : Clause 510 & 112]In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG-30
19890
69615
3.5
Providing and applying premix seal coat type "B" comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (Grade 60/70) (including cost of anti-stripping compound wherever required) In mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511)
19890
2287350
115
PART-D SHOULDER WORKS
-
-
-
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,
600
585600
976
PART-E ROAD PROTECTION
-
-
-
Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around Hume pipes/masonry in 15cm. Layers with compaction including disposal of all surplus soil, as directed within a lead of 1000 meters.[MoRTH Specification : Clause 301,304]. Ordinary Soil
198
26730
135
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
36.3
137940
3800
Brick masonry work in cement mortar 1:4, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300
99
355410
3590
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
8.8
39600
4500
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
440
50600
115
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
220
72600
330
PART-F ROAD FURNITURE
-
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 approved drawing 60 cm equilateral triangle
12
37800
3150
Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.
Km. Stone for NH, SH & MDR ( size 35 x110x25 cm)
5
13500
2700
200 Meter stone ( size 15 x10x65 cm)
20
10000
500
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
615.6
275789
448
Construction of foundation/Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.90mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
1
14000
14000
Providing and Electing typing Citizen's 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 angel iron 25 mm x 25 mm x 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG 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 (65 mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawing & as directed by Engineer-In-Charge. All MS will be stove enameled on both side, Lettering, Figureing and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specification.
2
19550
9775
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.
2
4740
2370
Supply of Cat's Eye made of aluminium alloy size 75 x 100 x 22 mm having 21 bi-convex lenses embedded in circular disk of ABS plastic on each side.
60
12600
210
Fixing of cat's eyes on road surface/walls including transportation, excavation etc. complete.
60
3600
60
Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting and black reflective arrow, complete in all respect.
10
30250
3025
Rehabilitation of LR 7 SGR-B km 0/0 to 4/0
-
-
-
PART-A EARTH WORK
-
-
-
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
0.59
8260
14000
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).In ordinary soil Mechanically by power shovel, including mechanical loading and carriage up to 50m.
1512
68040
45
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].
900
15300
17
PART-B WMM WORK
-
-
-
Patching WBM surfaces with stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 including cost of material,machiery & labour complete, Above 50 mm thick upto 75 mm thick
105
15750
150
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
187.5
712500
3800
Providing and laying factory made chamfered edge Plastic coated Designer Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required Grey/ Yellow/ Red or any other colour and pattern over 50 mm thick compacted bed of Coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer's specifications and direction of Engineer-in-charge. 80 mm thick C.C. Interlocking Paver block of M-30 grade with approved color design and pattern.
1875
1481250
790
PART-C BITUMINOUS WORKS
-
-
-
Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511 using 60/70 grade bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trimming and finishing the surface to form a smooth continous surface, all as per MoRTH specification clause 3004.2
157.5
18900
120
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.0 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 Clause 503 & 112 ( Including cleaning of bituminous road surface )
10710
85680
8
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping 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 all lead .[MoRTH Specification : Clause 510 & 112]In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG-30
10710
1231650
115
Providing and applying premix seal coat type "B" comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (Grade 60/70) (including cost of anti-stripping compound wherever required) In mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511)
10710
471240
44
PART-D SHOULDER WORKS
-
-
-
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,
297
289872
976
PART-F ROAD FURNITURE
-
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 approved drawing 60 cm equilateral triangle
18
56700
3150
Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.
Km. Stone for NH, SH & MDR ( size 35 x110x25 cm)
6
16200
2700
200 Meter stone ( size 15 x10x65 cm)
20
10000
500
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
118.5
53088
448
Construction of foundation/Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.90mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
1
14000
14000
Providing and Electing typing Citizen's 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 angel iron 25 mm x 25 mm x 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG 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 (65 mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawing & as directed by Engineer-In-Charge. All MS will be stove enameled on both side, Lettering, Figureing and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specification.
2
14300
7150
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.
2
4740
2370
Rehabilitation of LR Hindor km 0/0 to 2/0
-
-
-
PART-A EARTH WORK
-
-
-
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
0.32
4480
14000
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).In ordinary soil Mechanically by power shovel, including mechanical loading and carriage up to 50m.
1920
86400
45
Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].
540
9180
17
PART-B WMM WORK
-
-
-
Patching WBM surfaces with stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 including cost of material,machiery & labour complete, Above 50 mm thick upto 75 mm thick
90
13500
150
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
75
285000
3800
Providing and laying factory made chamfered edge Plastic coated Designer Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required Grey/ Yellow/ Red or any other colour and pattern over 50 mm thick compacted bed of Coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer's specifications and direction of Engineer-in-charge. 80 mm thick C.C. Interlocking Paver block of M-30 grade with approved color design and pattern.
750
592500
790
PART-C BITUMINOUS WORKS
-
-
-
Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511 using 60/70 grade bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trimming and finishing the surface to form a smooth continous surface, all as per MoRTH specification clause 3004.2
150
18000
120
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.0 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 Clause 503 & 112 ( Including cleaning of bituminous road surface )
6120
48960
8
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping 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 all lead .[MoRTH Specification : Clause 510 & 112]In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG-30
6120
703800
115
Providing and applying premix seal coat type "B" comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (Grade 60/70) (including cost of anti-stripping compound wherever required) In mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511)
6120
269280
44
PART-D SHOULDER WORKS
-
-
-
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,
153
149328
976
PART-F ROAD FURNITURE
-
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 approved drawing 60 cm equilateral triangle
4
12600
3150
Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.
Km. Stone for NH, SH & MDR ( size 35 x110x25 cm)
2
5400
2700
200 Meter stone ( size 15 x10x65 cm)
5
2500
500
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
17.6
7885
448
Construction of foundation/Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.90mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
1
14000
14000
Providing and Electing typing Citizen's 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 angel iron 25 mm x 25 mm x 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG 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 (65 mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawing & as directed by Engineer-In-Charge. All MS will be stove enameled on both side, Lettering, Figureing and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specification.
2
19550
9775
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.
1
2370
2370
Rehabilitation of LR NH 15 to 3PPN km 2/0 to 6/0
-
-
-
PART-A EARTH WORK
-
-
-
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
0.72
10080
14000
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).In ordinary soil Mechanically by power shovel, including mechanical loading and carriage up to 50m.
960
43200
45
PART-B WMM WORK
-
-
-
Patching WBM surfaces with stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 including cost of material,machiery & labour complete, Above 50 mm thick upto 75 mm thick
450
67500
150
Providing, laying, spreading and compacting stone aggregate having physical requirement as per table 400-8 and of specific sizes as per table 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112 Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel
140.63
253134
1800
PART-C BITUMINOUS WORKS
-
-
-
Filling pot-holes and patch repairs with open-graded premix surfacing, 20 mm with removal of all failed material trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511 using 60/70 grade bitumen mixed in hot mix plant 40-60 TPH capacity and carriage with all lead, compacting with 8-10 tonne smooth wheel roller, trimming and finishing the surface to form a smooth continous surface, all as per MoRTH specification clause 3004.2
750
90000
120
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm 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 502 & 112 (Including cleaning of road surface )
1875
56250
30
Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.0 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 Clause 503 & 112 ( Including cleaning of bituminous road surface )
15300
122400
8
Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping 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 all lead .[MoRTH Specification : Clause 510 & 112]In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG-30
15300
1759500
115
Providing and applying premix seal coat type "B" comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (Grade 60/70) (including cost of anti-stripping compound wherever required) In mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511)
15300
673200
44
PART-D SHOULDER WORKS
-
-
-
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,
480
468480
976
PART-E ROAD PROTECTION
-
-
-
Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around Hume pipes/masonry in 15cm. Layers with compaction including disposal of all surplus soil, as directed within a lead of 1000 meters.[MoRTH Specification : Clause 301,304]. Ordinary Soil
241.2
32562
135
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
44.4
168720
3800
Brick masonry work in cement mortar 1:4, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar1:4 (1cement :4 sand)
120.74
433457
3590
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
10.77
48465
4500
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
539
61985
115
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
268
88440
330
PART-F ROAD FURNITURE
-
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 approved drawing 60 cm equilateral triangle
4
12600
3150
Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.
Km. Stone for NH, SH & MDR ( size 35 x110x25 cm)
5
13500
2700
200 Meter stone ( size 15 x10x65 cm)
16
8000
500
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
93.6
41933
448
Construction of foundation/Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.90mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
1
14000
14000
Providing and Electing typing Citizen's 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 angel iron 25 mm x 25 mm x 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG 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 (65 mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawing & as directed by Engineer-In-Charge. All MS will be stove enameled on both side, Lettering, Figureing and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specification.
2
19550
9775
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.
1
2370
2370
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