Jharkhand State Rural Road Development Authority Tender
... More
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
₹ 31,23,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEJHR_80070_1Bid Award Id
ViewTender No
JH16P2-PAK-01Tender 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
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
400
-
322.95
... More
Removing all types of Hume pipes and stacking within a lead of 600 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
12
-
144.46
... More
Scarifing of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202
675
-
13.82
... More
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.
531
-
22.38
... More
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
2088.05
-
104.34
... More
Construction of embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5
1461.64
-
56.39
... More
Construction of Embankment with Material Obtained from Borrow PitsWith approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a 250 lead
10279.17
-
161.73
... More
Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.
2935.2
-
201.13
... More
Construction of subgrade and earthen shoulders with approved materials 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 301.4.1 (Lead upto 250m) Construction of Subgrade
1660.98
-
123.85
... More
Construction of subgrade and earthen shoulders with approved materials 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 301.4.1 (Lead upto 250m) Construction of Earthen Shoulder
16351.21
-
123.85
... More
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. (On Shoulder)
3396.78
-
737.41
... More
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.. (By Mix in Place Method For Grading II Material)
3306.38
-
1639.95
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
4149.36
-
2100.29
... More
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.
1589.99
-
7580.76
... More
Providing and applying Primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification
24724.8
-
45.7
... More
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
38874.9
-
15.3
... More
Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent 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 tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification.
795
-
9193.23
... More
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 aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
487.22
-
5519.76
... More
Reinforced cement concrete M15 grade kilometer stone/local stone of standard desing as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specificatin Clause 1703 ( 5th Kilometer Stone (precast))
2
-
2405.13
... More
Kilometer Stone (precast)
9
-
1428.18
... More
200m Kilometer Stone (precast)
20
-
413.3
... More
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
5
-
1499.48
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
3
-
9717.07
... More
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
6
-
2462.42
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10
-
2177.24
... More
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 Maintance Board
2
-
4024.54
... More
Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification
600
-
76.27
... More
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
85
-
390.2
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
RCC 1x1x1.5m
997.67
-
222.59
... More
RCC 1x2x1.40m
103.03
-
222.59
... More
Guard Wall
540
-
222.59
... More
Drain
191.25
-
222.59
... More
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
-
-
-
... More
RCC 1x1x1.5m
69.52
-
730.96
... More
RCC 1x2x1.40m
8.64
-
730.96
... More
Boulder pitching on road
25.25
-
730.96
... More
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
-
-
-
... More
RCC 1x1x1.5m
114.31
-
2048.83
... More
RCC 1x2x1.40m
13.82
-
2048.83
... More
Boulder pitching on road
100.5
-
2048.83
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
-
-
-
... More
RCC 1x1x1.5m
117.66
-
4155.93
... More
RCC 1x2x1.40m
15.44
-
4155.93
... More
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
-
-
-
... More
Guard Wall
108
-
4040.32
... More
Drain
47.83
-
4040.32
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M-15)
-
-
-
... More
Guard Wall
8
-
4217.02
... More
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
-
-
... More
RCC 1x1x1.5m
510.99
-
3614.22
... More
RCC 1x2x1.40m
49.42
-
3614.22
... More
Guard Wall
598
-
3614.22
... More
Drain
56.88
-
3614.22
... More
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
-
-
-
... More
RCC 1x1x1.5m
210.78
-
3797.31
... More
RCC 1x2x1.40m
25.92
-
3797.31
... More
Guard Wall (sub structre)
254
-
3742.76
... More
Repairing of Parapet
89.88
-
3797.31
... More
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
-
-
-
... More
RCC 1x1x1.5m
130
-
102.72
... More
RCC 1x2x1.40m
15
-
102.72
... More
Providing and laying reinforced cement concrete in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
-
-
-
... More
RCC 1x1x1.5m
4.16
-
4737.71
... More
RCC 1x2x1.40m
0.4
-
4737.71
... More
Drain (M20 PCC)
22.08
-
4737.71
... More
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
-
-
-
... More
RCC 1x1x1.5m
214.5
-
34.01
... More
RCC 1x2x1.40m
41.25
-
34.01
... More
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
RCC 1x1x1.5m
104.68
-
5732.76
... More
RCC 1x2x1.40m
10.73
-
5732.76
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
-
-
-
... More
RCC 1x1x1.5m
23.32
-
9684.61
... More
RCC 1x2x1.40m
2.1
-
9684.61
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
-
-
-
... More
RCC 1x1x1.5m
13.44
-
56926.91
... More
RCC 1x2x1.40m
1.35
-
56926.91
... More
Drain (sub structure)
0.68
-
55978.98
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
-
-
-
... More
RCC 1x1x1.5m
514.15
-
114.12
... More
RCC 1x2x1.40m
60.34
-
114.12
... More
Drain
523.75
-
114.12
... More
Repairing of Parapet
133.08
-
114.12
... More
Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc
-
-
-
... More
RCC 1x1x1.5m
88.6
-
94.07
... More
RCC 1x2x1.40m
10.11
-
94.07
... More
Back Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
-
-
-
... More
RCC 1x1x1.5m
332.54
-
286.68
... More
RCC 2x5x3.15m
34.34
-
286.68
... More
Back filling behind abutment, wing wall and return wall complete as per drawings & Specification) (Granular material) in Guard wall
202
-
834.2
... More
1.5mm thick cement punning vertical interface bed of drain & top of wall as per technical specification Clauses (Drain)
523.75
-
37.62
... More
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
215
-
390.2
... More
For 1st Year
1
-
733128.02
... More
For 2nd Year
1
-
977116.16
... More
For 3rd Year
1
-
1153631.37
... More
For 4th Year
1
-
1416184.58
... More
For 5th Year
1
-
1611621.19
... More
(ii) T13-Barmasia PWD Road to Kariodih Badalchowk PWD Road
-
-
-
... More
Setting out pillars providing and fixing of Benchpillars@ four nos. Per kmas per drawing given. ( size 1.00 x 0.345 x 0.345)
11.4
-
2442.1
... More
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 .
7.76
-
41943.45
... More
Scarifing of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
400
-
322.95
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
-
-
-
... More
upto 600mm dia
12
-
144.46
... More
upto 600mm dia to 900mm dia
82.5
-
195.33
... More
Scarfing of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202
2183.85
-
13.82
... More
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
2998.68
-
104.34
... More
Construction of embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5
2099.08
-
56.39
... More
Construction of Embankment with Material Obtained from Borrow PitsWith approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a 250 lead
32481.28
-
161.73
... More
Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.
8645.09
-
201.13
... More
Construction of subgrade and earthen shoulders with approved materials 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 301.4.1 (Lead upto 250m) Construction of Earthen Shoulder
18902.44
-
123.85
... More
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. (On Shoulder)
4047.47
-
670.67
... More
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.. (By Mix in Place Method For Grading II Material)
2571.91
-
1396.66
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
796.05
-
1811.88
... More
Providing and applying Primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification
4620.75
-
45.77
... More
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
68902.2
-
15.32
... More
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.
1838.07
-
7052.06
... More
Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent 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 tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification.
919.04
-
8650.93
... More
Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 mm and with minimum cemnt content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502.
990.2
-
4504.2
... More
Reinforced cement concrete M15 grade kilometer stone/local stone of standard desing as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specificatin Clause 1703 ( 5th Kilometer Stone (precast))
3
-
2405.13
... More
Kilometer Stone (precast)
11
-
1428.18
... More
200m Kilometer Stone (precast)
45
-
413.3
... More
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
10
-
1499.48
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
6
-
9717.07
... More
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10
-
2462.42
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10
-
2177.24
... More
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 Maintance Board
3
-
4024.54
... More
Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification
1000
-
76.27
... More
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
305
-
390.2
... More
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.
155
-
508.54
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
RCC 1x1x1.5m
767.4
-
222.59
... More
RCC 1x2x1.4m
412.12
-
222.59
... More
RCC 1x5x2m
222.48
-
222.59
... More
Guard Wall
1015.2
-
222.59
... More
Drain
153
-
222.59
... More
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
-
-
-
... More
RCC 1x1x1.5m
53.48
-
956.75
... More
RCC 1x2x1.4m
34.56
-
956.75
... More
RCC 1x5x2m
26.85
-
956.75
... More
Boulder pitching on slope (Suplying Protection work)
62.75
-
956.75
... More
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
-
-
-
... More
RCC 1x1x1.5m
87.9
-
1577.49
... More
RCC 1x2x1.4m
55.28
-
1577.49
... More
RCC 1x5x2m
26.85
-
1577.49
... More
Boulder pitching on slope
251.25
-
1577.49
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
-
-
-
... More
RCC 1x1x1.5m
90.5
-
3820.29
... More
RCC 1x2x1.4m
61.75
-
3820.29
... More
RCC 1x5x2m
31.15
-
3820.29
... More
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
-
-
-
... More
Guard Wall
203.04
-
3758.43
... More
Drain
38.26
-
3758.43
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M-15)
-
-
-
... More
Guard Wall
15.04
-
3935.13
... More
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
-
-
... More
RCC 1x1x1.5m
393
-
3258.25
... More
RCC 1x2x1.4m
197.67
-
3258.25
... More
RCC 1x5x2m
99.92
-
3258.25
... More
Guard Wall
1124.24
-
3258.25
... More
Drain
45.5
-
3258.25
... More
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
-
-
-
... More
RCC 1x1x1.5m
162.1
-
3441.34
... More
RCC 1x2x1.4m
103.69
-
3441.34
... More
RCC 1x5x2m
64.16
-
3441.34
... More
Guard Wall (sub structre)
477.52
-
3386.79
... More
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
-
-
-
... More
RCC 1x1x1.5m
120
-
102.72
... More
RCC 1x2x1.4m
60
-
102.72
... More
RCC 1x5x2m
30
-
102.72
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
-
-
-
... More
RCC 1x1x1.5m
3.2
-
4398.32
... More
RCC 1x2x1.4m
1.6
-
4398.32
... More
RCC 1x5x2m
0.52
-
4398.32
... More
Drain
17.66
-
4398.32
... More
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
-
-
-
... More
RCC 1x1x1.5m
165
-
34.23
... More
RCC 1x2x1.4m
165
-
34.23
... More
RCC 1x5x2m
37.5
-
34.23
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & Specification) (Granular material) in Guard wall
379.76
-
771.63
... More
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
RCC 1x1x1.5m
80.5
-
5367.5
... More
RCC 1x2x1.4m
42.9
-
5367.5
... More
RCC 1x5x2m
28.77
-
5367.5
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
-
-
-
... More
RCC 1x1x1.5m
17.94
-
9299.94
... More
RCC 1x2x1.4m
8.42
-
9299.94
... More
RCC 1x5x2m
3.47
-
9299.94
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
-
-
-
... More
RCC 1x1x1.5m
9.35
-
56655.26
... More
RCC 1x2x1.4m
5.39
-
56655.26
... More
RCC 1x5x2m
3.55
-
56655.26
... More
Drain
0.54
-
55707.33
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
-
-
-
... More
RCC 1x1x1.5m
395.5
-
114.36
... More
RCC 1x2x1.4m
241.36
-
114.36
... More
RCC 1x5x2m
154.36
-
114.36
... More
Drain
419
-
114.36
... More
Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc
-
-
-
... More
RCC 1x1x1.5m
68.1
-
94.07
... More
RCC 1x2x1.4m
40.44
-
94.07
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
-
-
-
... More
RCC 1x1x1.5m
255.8
-
286.68
... More
RCC 1x2x1.4m
137.36
-
286.68
... More
1.5mm thick cement punning vertical interface bed of drain & top of wall as per technical specification Clauses (Drain)
419
-
37.62
... More
For 1st Year
1
-
884165.41
... More
For 2nd Year
1
-
1106950.75
... More
For 3rd Year
1
-
1252163.93
... More
For 4th Year
1
-
1622923.46
... More
For 5th Year
1
-
1790165.22
... More
GST @ 12%
1
-
1
... More
Labour Cess @ 1%
1
-
1
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements