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
₹ 15,80,000Document 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_56Bid 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 free lead as per Technical Specification Clause 303.1.
2223.56
-
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.
2223.56
-
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
425.06
-
1385.43
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
648.18
-
2077.91
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.
665.18
-
2136.62
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
8869.05
-
45.39
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
12896.44
-
15.3
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 II: 10 mm (Nominal Size)
322.41
-
9436.28
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.
1544.35
-
5407.74
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
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.
315
-
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)
45
-
4106.93
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Masonary in C.M. 1:4 in foundation in Drain & in Retaining Wall
216
-
3342.43
Providing random rubble stone masonry in C:M (1:4) in sub-structure complete as per drawing and technical specifications.
Random Rubble Masonry Work in Cement Mortar 1:4 in S/S Retaining Wall
146.25
-
3461.9
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
5.52
-
3461.9
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15 in Coping)
6.81
-
4367.56
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
225
-
53.47
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.
36.9
-
115.3
Providing weep holes with day grades stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.
123
-
102.72
Painting two coats including primer coat after filling the surface with synthetic as per drawing and Technical Specification Clause 1701
36.9
-
76.27
Kotal Pokhar to Pakur Simana (L-2.10 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.
0.79
-
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.
1399.69
-
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.
1399.69
-
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
769.35
-
1370.37
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
556.76
-
2060.06
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.
556.76
-
2117.1
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
7423.5
-
45.36
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
7423.5
-
15.29
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 II: 10 mm (Nominal Size)
185.59
-
9412.06
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.
106.05
-
5396.45
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
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.
214.51
-
222.59
Providing, supplying & labours charges for pitching and soling with stone boulder duly packed in slope of road embankment and approved with materials within 150 M at work site and lift all complete job as per direction of E/I.
26.84
-
1743.52
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)
35.2
-
4093.83
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coarse Rubble Masonary in C.M. (1:4) in foundation
112.91
-
3327.24
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
72.22
-
3446.71
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15 in Coping)
1.95
-
4357.53
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
102.14
-
53.47
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.
43
-
115.3
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
10.13
-
4665.53
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.84
-
56864.99
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
(P.C.C. Grade M-25 in Deck Slab)
12.67
-
5135.39
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
5.45
-
9537.03
Providing weep holes with day grades stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.
80
-
102.72
Mirzapur To Pipra (L-3.800 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 mas per Technical Specification Clause 201.
1.41
-
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.
1877.25
-
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.
1877.25
-
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
451.92
-
1535.99
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
903.32
-
2256.35
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.
903.32
-
2331.78
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
12044.25
-
45.43
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
12044.25
-
15.31
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 II: 10 mm (Nominal Size)
481.77
-
9622.21
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.
335.19
-
5576.43
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
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.
5.4
-
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 Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
18
-
9729.03
P.W.D. Road to Mirzapur (L-2.220 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.
0.83
-
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.
1154.25
-
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.
1154.25
-
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
313.87
-
1460.71
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
528.36
-
2167.13
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.
528.36
-
2234.2
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
7044.75
-
45.39
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
7044.75
-
15.3
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 II: 10 mm (Nominal Size)
176.12
-
9526.12
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.
272.7
-
5477.97
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
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.
357.75
-
222.59
Providing, supplying & labours charges for pitching and soling with stone boulder duly packed in slope of road embankment and approved with materials within 150 M at work site and lift all complete job as per direction of E/I.
47.7
-
1837.79
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Masonary in C.M. 1:4 in foundation in Drain & in Retaining Wall
143.1
-
3422.83
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15 in Coping)
79.5
-
4428.52
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.
477
-
115.42
PWD Pakur Barharwa main road to Patharia (L-4.10 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.
1.54
-
41943.45
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
1909.5
-
22.38
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.
5189.81
-
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.
5189.81
-
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-I Materials
659.78
-
1598.93
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
1233.1
-
1385.43
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
991.38
-
2077.91
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.
991.38
-
2136.62
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
13218.38
-
45.39
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.
660.92
-
7691.86
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
13218.38
-
15.3
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 II: 10 mm (Nominal Size)
396.55
-
9436.28
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.
462.08
-
5407.74
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
5
-
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)
20
-
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)
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 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.
9
-
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
10
-
1499.48
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.
270.83
-
222.59
Providing, supplying & labours charges for pitching and soling with stone boulder duly packed in slope of road embankment and approved with materials within 150 M at work site and lift all complete job as per direction of E/I.
34.22
-
1759.23
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)
45
-
4106.93
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coarse Rubble Masonary in C.M. (1:4) in foundation
144.68
-
3342.43
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
80.06
-
3461.9
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15 in Coping)
2.5
-
4367.56
Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204
51.07
-
53.47
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.
129
-
115.3
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
12.69
-
4676.82
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.17
-
56864.99
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
(P.C.C. Grade M-25 in Deck Slab)
14.61
-
5146.68
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
6.8
-
9548.32
Providing weep holes with day grades stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.
90
-
102.72
GST @ 12%
1
-
1
Labour Cess @ 1%
1
-
1
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements