Jharkhand State Rural Road Development Authority Tender
Search from across the categories, cities, and authorities to find the latest Jharkhand tenders. Every Jharkhand tender is curated from credible sources of government websites (eProcurement Jharkhand portal) and newspapers, thus ensuring the credibility of the information presented to you. For more information on Jharkhand tender bidder registration, the login process and more read the FAQs section on this page.
Costs
EMD
₹ 14,40,000Document Cost
₹ 10,000Tender 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
2022_CEJHR_115495_86Bid Award Id
ViewTender No
e-Tender No.- 07 /2021 Dt. 28.12.21Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
1000 M Lead
487.8
-
281.43
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408
914.63
-
610.11
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
149.35
-
2169.59
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
173.87
-
2096.85
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
2318.22
-
43.96
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
10044.45
-
12.35
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
189
-
7551.98
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
463.17
-
9108.65
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703
Ordinary KM Stone (Precast)
5
-
1428.18
200M Stone (Precast)
15
-
413.3
F.I. Post (Precast)
14
-
390.2
Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
1
-
9717.07
Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.
1.8
-
2177.24
Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
5
-
1499.48
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.
530.4
-
641
Parapet Construction
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
22
-
3395.76
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
3.3
-
4089.03
Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
162.8
-
132.12
White washing two coats on parapet walls all complete job as per specification and direction of E/I.
162.8
-
13.9
(2) Jharpo to Garisaram (L - 7.950 Km.)
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
2.27
-
41943.45
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
Free Lead
4312.68
-
123.85
1000 M Lead
1078.17
-
281.43
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408
1010.78
-
610.11
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
83.18
-
2294.67
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
200.69
-
2213.95
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
2675.92
-
43.96
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
22906.04
-
12.35
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
587.25
-
7658.36
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
610.48
-
9220.96
Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30(Grade) coarse and fine aggregate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork ( steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, svreed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days using curing compound (where specified) and water finishing to line and grade as per drawing and Technical Specification clause 1501
149.08
-
5407.69
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703
5th KM Stone (Precast)
2
-
2405.13
Ordinary KM Stone (Precast)
7
-
1428.18
200M Stone (Precast)
32
-
413.3
F.I. Post (Precast)
25
-
390.2
Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
1
-
9717.07
Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.
1.8
-
2177.24
Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
5
-
1499.48
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.
1209.56
-
641
Retaining Wall (1.50 M High)
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
63
-
222.59
Plain cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-10 with nominal mix 1:3:6)
9
-
4093.81
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in foundation
43.2
-
3357.49
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
29.25
-
3476.96
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
29.7
-
102.72
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.6
-
4142.85
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
45
-
53.42
Drain
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
441
-
222.59
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
63
-
1815.64
Plain/Reinforced cement concrete complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
115.5
-
4142.85
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in foundation
189
-
3357.49
Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
630
-
131.33
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(R.C.C. Grade M-20)
94.5
-
4676.88
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
7.56
-
55814.34
Parapet Construction
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
33.6
-
3476.96
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
5
-
4142.85
Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
251.2
-
131.33
White washing two coats on parapet walls all complete job as per specification and direction of E/I.
251.2
-
13.9
R.C.C. Culvert (1 x 1.0M x 1.0M)
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
71.75
-
222.59
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
7.8
-
1815.64
Plain cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-10 with nominal mix 1:3:6)
10.45
-
4093.81
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in foundation
35.26
-
3357.49
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
16.7
-
3476.96
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.56
-
4142.85
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(R.C.C. Grade M-20)
3.08
-
4676.88
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
2.52
-
5156.15
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
0.9
-
9548.39
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
0.42
-
55814.34
Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
40.36
-
131.33
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
20
-
102.72
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
12.97
-
554.85
(3) T03 Deoria More to Ghaghra Khurd (L - 3.500 Km.)
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
1.24
-
41943.45
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
Free Lead
2040
-
123.85
1000 M Lead
510
-
281.43
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408
349.73
-
676.85
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
85.64
-
2258.54
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
214.44
-
2105.57
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
2859.22
-
43.96
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
12309.38
-
12.35
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
407.19
-
9220.23
Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30(Grade) coarse and fine aggregate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork ( steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, svreed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days using curing compound (where specified) and water finishing to line and grade as per drawing and Technical Specification clause 1501
56.81
-
5407.69
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703
Ordinary KM Stone (Precast)
5
-
1428.18
200M Stone (Precast)
14
-
413.3
F.I. Post (Precast)
14
-
390.2
Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
1
-
9717.07
Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.
2.7
-
2177.24
Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
6
-
1499.48
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.
650
-
641
Drain
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
252
-
222.59
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
36
-
1815.64
Plain/Reinforced cement concrete complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
66
-
4142.85
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in foundation
108
-
3357.49
Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
360
-
131.33
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(R.C.C. Grade M-20)
54
-
4676.88
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
4.32
-
55814.34
Parapet Construction
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
4.64
-
3476.96
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.48
-
4142.85
Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
35.68
-
131.33
White washing two coats on parapet walls all complete job as per specification and direction of E/I.
35.68
-
13.9
Retaining Wall (1.00 M High)
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
15.6
-
222.59
Plain cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-10 with nominal mix 1:3:6)
2.6
-
4093.81
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in foundation
10.25
-
3357.49
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
5.75
-
3476.96
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
9.9
-
102.72
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.4
-
4142.85
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
10
-
53.42
Retaining Wall (1.50 M High)
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
31.5
-
222.59
Plain cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-10 with nominal mix 1:3:6)
4.5
-
4093.81
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in foundation
21.6
-
3357.49
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
14.63
-
3476.96
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
15
-
102.72
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.3
-
4142.85
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
22.5
-
53.42
(4) Surajpura to Suji (L - 1.800 Km)
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
0.39
-
41943.45
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
Free Lead
900
-
123.85
1000 M Lead
224
-
281.43
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
58.98
-
1919.43
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
68.25
-
1862.64
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
910
-
44.17
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
3976.88
-
12.41
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
118.11
-
8917.69
Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30(Grade) coarse and fine aggregate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork ( steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, svreed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days using curing compound (where specified) and water finishing to line and grade as per drawing and Technical Specification clause 1501
426.09
-
5090.16
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703
Ordinary KM Stone (Precast)
2
-
1428.18
200M Stone (Precast)
8
-
413.3
F.I. Post (Precast)
14
-
390.2
Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
1
-
9717.07
Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.
2.7
-
2177.24
Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
6
-
1499.48
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.
210
-
641
Parapet Construction
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
4
-
3145.3
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.4
-
3856.73
Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
29.6
-
126.66
White washing two coats on parapet walls all complete job as per specification and direction of E/I.
29.6
-
13.9
(5) R.E.O. Road to bandarbela (L - 2.300 Km)
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
0.68
-
41943.45
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
Free Lead
1260
-
123.85
1000 M Lead
315
-
281.43
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
102.1
-
2065.35
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
120.62
-
1999.26
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
1608.24
-
44.13
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
6817.5
-
12.4
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
140.9
-
7477.42
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
314.48
-
9038.01
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703
Ordinary KM Stone (Precast)
4
-
1428.18
200M Stone (Precast)
10
-
413.3
F.I. Post (Precast)
14
-
390.2
Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
1
-
9717.07
Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.
2.7
-
2177.24
Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
6
-
1499.48
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.
360
-
641
Parapet Construction
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
2
-
3259.52
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.4
-
3939.01
Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
14.8
-
127.3
White washing two coats on parapet walls all complete job as per specification and direction of E/I.
14.8
-
13.9
(6) Raibar to Horiya (L - 3.000 Km.)
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
0.97
-
41943.45
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
Free Lead
1404
-
122.77
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
168.36
-
2064.43
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
2244.86
-
44.28
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
9090
-
12.52
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
314.82
-
9081.6
Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30(Grade) coarse and fine aggregate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork ( steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, svreed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days using curing compound (where specified) and water finishing to line and grade as per drawing and Technical Specification clause 1501
409.05
-
5185.16
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703
Ordinary KM Stone (Precast)
4
-
1428.18
F.I. Post (Precast)
36
-
390.2
Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
1
-
9717.07
Drain
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
252
-
222.59
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Sand Filling
27
-
749.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
27
-
1658.53
Plain/Reinforced cement concrete complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
36
-
3949.13
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in foundation
81
-
3165.49
Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
360
-
126.72
Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I.
360
-
52.58
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(R.C.C. Grade M-20)
10.8
-
4424.54
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
0.86
-
56704.65
Parapet Construction
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
37.26
-
3284.96
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.81
-
3949.13
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
24.48
-
52.82
(7) Orderna to Jamuari (L - 3.400 Km.)
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
1.22
-
41943.45
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
Free Lead
1836
-
122.77
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
191.15
-
2246.08
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
2548.68
-
44.13
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
12120
-
12.47
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
129.19
-
7654.93
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
508.8
-
9223.16
Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30(Grade) coarse and fine aggregate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork ( steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, svreed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days using curing compound (where specified) and water finishing to line and grade as per drawing and Technical Specification clause 1501
136.35
-
5257.77
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703
Ordinary KM Stone (Precast)
5
-
1428.18
F.I. Post (Precast)
40
-
390.2
Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
1
-
9717.07
Parapet Construction
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
20.03
-
3397.49
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.99
-
4007.63
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
29.28
-
52.61
(8) Katkamsandi to Ulanj (L - 3.400 Km.)
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
1.25
-
41943.45
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
Free Lead
2499
-
122.77
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408
627.75
-
605.8
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
191.03
-
2346.97
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
2546.08
-
44.18
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
12498.75
-
12.49
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
499.95
-
9187.8
Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30(Grade) coarse and fine aggregate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork ( steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, svreed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days using curing compound (where specified) and water finishing to line and grade as per drawing and Technical Specification clause 1501
68.18
-
5238.07
Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703
Ordinary KM Stone (Precast)
5
-
1428.18
200M Stone (Precast)
13
-
413.3
F.I. Post (Precast)
40
-
390.2
Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
1
-
9717.07
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.
680
-
641
Retaining Wall (1.00 M High)
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
39
-
222.59
Plain cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-10 with nominal mix 1:3:6)
6.5
-
3950.44
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in foundation
25.63
-
3308.79
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
14.38
-
3428.26
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
1
-
3983.32
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
24.75
-
102.72
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
25
-
52.15
Retaining Wall (1.50 M High)
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
73.5
-
222.59
Plain cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-10 with nominal mix 1:3:6)
10.5
-
3950.44
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in foundation
50.4
-
3308.79
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
34.13
-
3428.26
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
34
-
102.72
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.7
-
3983.32
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
52.5
-
52.15
Parapet Construction
Stone masonry work in cement mortar in s/s complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Stone Masonary in C.M. (1:4) in s/s
10.94
-
3428.26
Plain/Reinforced cement concrete in coping complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.23
-
3983.32
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
39.69
-
52.15
GST @ 12%
1
-
1
Labour Cess @ 1%
1
-
1
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements