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.
Jharkhand State Rural Road Development Authority - JSRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Jan 2022
Closing Date28 Jan 2022
Tender Amount₹ 2,72,94,000
Costs
EMD
₹ 5,46,000Document 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_132Bid 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
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 with lead upto 1000 m as per Technical Specification Clause 303.1.
309
-
281.43
Providing, Laying, spreading and Compacting of WBM Grading II (Size 63mm to 45mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 2 as per Technical Specification clause 405 by manual means
137.76
-
2595.39
Providing, Laying, spreading and Compacting of WBM Grading III (Size 53mm to 22.4mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 3 as per Technical Specification clause 405 by manual means.
164.46
-
2702.61
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
2192.76
-
44.45
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503
7196.25
-
12.48
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
Grading I: 13 mm (Nominal Size)
302.24
-
9186.55
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 post
3
-
1428.18
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 200M Stone (Precast)
12
-
413.3
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 Boundary Pillr (Precast)
24
-
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.
3.6
-
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
4
-
1499.48
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.
380
-
641
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coarse Rubble Masonary in C.M. (1:4) in sub-structure
12.96
-
3824.96
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15 in Coping)
1.92
-
4535.11
Plastering with cement mortar (1:4), 15 mm thick with clean coarse sand F.M 1.5 including screening curring with all lead and lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
85.68
-
114.78
Painting two coats including primer coat after filling the surface with synthetic as per drawing and Technical Specification Clause 1701
85.65
-
76.27
2. Kokcho to Roladih (L-5.500 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 mas per Technical Specification Clause 201.
2.06
-
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 with free lead as per Technical Specification Clause 303.1.
5027.34
-
123.85
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 with lead upto 1000 m as per Technical Specification Clause 303.1.
1675.78
-
281.43
Providing, Laying, spreading and Compacting of WBM Grading II (Size 63mm to 45mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 2 as per Technical Specification clause 405 by manual means
246.22
-
2648.93
Providing, Laying, spreading and Compacting of WBM Grading III (Size 53mm to 22.4mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 3 as per Technical Specification clause 405 by manual means.
394.6
-
2761.16
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
5261.39
-
44.47
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503
20831.25
-
12.49
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
Grading I: 13 mm (Nominal Size)
833.25
-
9242.37
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 post
1
-
2405.13
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 post
6
-
1428.18
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 200M Stone (Precast)
24
-
413.3
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 Boundary Pillr (Precast)
48
-
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.
7.2
-
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
8
-
1499.48
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.
1100
-
641
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coarse Rubble Masonary in C.M. (1:4) in sub-structure
25.92
-
3874.47
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15 in Coping)
3.84
-
4571.24
Plastering with cement mortar (1:4), 15 mm thick with clean coarse sand F.M 1.5 including screening curring with all lead and lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
171.36
-
114.8
Painting two coats including primer coat after filling the surface with synthetic as per drawing and Technical Specification Clause 1701
171.36
-
76.27
3. Ganjia to Poradiha Road (L-1.150 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 mas per Technical Specification Clause 201.
0.41
-
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 with free lead as per Technical Specification Clause 303.1.
780.94
-
123.85
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 with lead upto 1000 m as per Technical Specification Clause 303.1.
260.31
-
281.43
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Grading-III Materials
44.49
-
1761.82
Providing, Laying, spreading and Compacting of WBM Grading II (Size 63mm to 45mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 2 as per Technical Specification clause 405 by manual means
63.44
-
2524.02
Providing, Laying, spreading and Compacting of WBM Grading III (Size 53mm to 22.4mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 3 as per Technical Specification clause 405 by manual means.
93.38
-
2624.54
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
1245.09
-
44.5
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503
4166.25
-
12.5
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
Grading I: 13 mm (Nominal Size)
166.65
-
9122.43
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 post
3
-
1428.18
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 200M Stone (Precast)
12
-
413.3
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 Boundary Pillr (Precast)
24
-
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
2
-
1499.48
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.
220
-
641
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coarse Rubble Masonary in C.M. (1:4) in sub-structure
8.64
-
3790.22
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15 in Coping)
1.28
-
4540.17
Plastering with cement mortar (1:4), 15 mm thick with clean coarse sand F.M 1.5 including screening curring with all lead and lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
57.12
-
115.05
Painting two coats including primer coat after filling the surface with synthetic as per drawing and Technical Specification Clause 1701
57.12
-
76.27
Poradiha to Kadalbera Road (L-2.350 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 mas per Technical Specification Clause 201.
0.84
-
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 with free lead as per Technical Specification Clause 303.1.
2052
-
123.85
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 with lead upto 1000 m as per Technical Specification Clause 303.1.
513
-
281.43
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Grading-III Materials
115.82
-
1776.88
Providing, Laying, spreading and Compacting of WBM Grading II (Size 63mm to 45mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 2 as per Technical Specification clause 405 by manual means
124.77
-
2541.86
Providing, Laying, spreading and Compacting of WBM Grading III (Size 53mm to 22.4mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 3 as per Technical Specification clause 405 by manual means.
138.29
-
2644.06
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
1843.86
-
44.51
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503
8332.5
-
12.5
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
Grading I: 13 mm (Nominal Size)
333.3
-
9141.65
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.
28.41
-
5636.22
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 post
4
-
1428.18
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 200M Stone (Precast)
16
-
413.3
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 Boundary Pillr (Precast)
32
-
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.
3.6
-
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
4
-
1499.48
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.
440
-
641
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coarse Rubble Masonary in C.M. (1:4) in sub-structure
19.44
-
3810.25
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15 in Coping)
2.88
-
4558.38
Plastering with cement mortar (1:4), 15 mm thick with clean coarse sand F.M 1.5 including screening curring with all lead and lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
128.52
-
115.09
Painting two coats including primer coat after filling the surface with synthetic as per drawing and Technical Specification Clause 1701
128.43
-
76.27
GST @ 12%
1
-
1
Labour Cess @ 1%
1
-
1
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements