Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 14,76,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEJHR_115597_58Tender No
NIT-06-JH-P3(Batch-I)Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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. ( Dismantling of cement concrete)
50.4
-
322.95
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Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B)
2695.22
-
211.66
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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.
75
-
195.33
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Excavation in Cutting in Soil by manual means with lead upto 50 m 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
9758.23
-
104.34
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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 Tables 300.1 and 300.2 as per Technical Specification
4879.11
-
57.47
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Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
7150.68
-
22.38
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Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Qty (Free Lead)
57499.7
-
123.85
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Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Lead upto 250m))
14374.93
-
163.25
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Nano Technology (ANT Stabilizer)= Stabilized Sub Base: Providing, mixing, laying and compacting chemically Stabilised sub base layer using all plant & equipment having IRC accredited ANT Stabiliser@ 100 ml per cum along with 3.0% cement and with or without (30-50)% aggregates/stone dust Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. NOTE - 30 % Stone dust is consider in rate analysis balance aggregate use from existing Crust.
5880.85
-
2311.55
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Stabilized Base: Providing, mixing, laying and compacting chemically Stabilised base layer using all plant & equipment having IRC accredited ANT Stabiliser@ 120 ml per cum along with 4% cement and with or without 30% aggregates/stone dust Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. NOTE - 30 % Stone dust is consider in rate analysis balance aggregate use from existing Crust.
14167.31
-
2376.83
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Stress Absorbing Membrane interlayer(SAMI)
Stress Absorbing Membrane interlayer(SAMI) of elastomeric Modified binder applied at the rate of 10-12 kg/10 m2 covered with 0.1 m3 of 11.2 mm aggregaate Rate include all material,labour,hire charges of machinery etc. as per MoRD specification & direction of Engineer -in-Charge.
95046.05
-
99.31
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Semi Dense Bituminous Concrete (SDBC)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. SOR NO. B. 3.1
2851.38
-
8742.69
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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 aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (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, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4
498.66
-
5236.42
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
4
-
9717.07
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Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing SOR NO. 10.3
16
-
2177.24
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Providing and fixing of retro- reflectorised cautionary, mandatory and Traffic Sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing SOR NO 10.2
4
-
1499.48
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Reinforced cement concrete M-15 grade 5th Kilometer stone (Precast)/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
4
-
2405.13
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Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
16
-
1428.18
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Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
71
-
413.3
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Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post)
286
-
413.3
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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.
3422
-
509.29
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
105
-
3004
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701 SOR NO. 10.5
186.5
-
76.27
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Road Safety Devices and Signs in Road
No of curves Left - & Right
22
-
2405.13
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Object marker in front of structure such as Culverts, bridges etc all complete job as per specification.
21.6
-
76.27
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Painting of hazardous objects like electric pole etc all complete job as per specification.
318.06
-
76.27
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Painting of hazardous objects trees etc all complete job as per specification.
192.78
-
76.27
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Left Turn curve (90 cm equilateral triangle)
5
-
5021
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Right Turn curve (90 cm equilateral triangle)
5
-
5021
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Zebra Crossing
56.25
-
509.29
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Stop Sign board Board (60 cm circular)
3
-
4419
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Sign board
5
-
6188
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Narrow Bridge( 80 mm x 60 mm rectangular) Sign board
7
-
6188
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Speed limit Board (Annexure attached)
5
-
3279
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Temple/Mosqe and other religious place
4
-
3279
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School Sign board
3
-
3279
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Speed Breaker
5
-
3279
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Village Sign Board
5
-
3279
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JUNCTION
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
392.54
-
104.34
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Nano Technology (ANT Stabilizer)= Stabilized Sub Base: Providing, mixing, laying and compacting chemically Stabilised sub base layer using all plant & equipment having IRC accredited ANT Stabiliser@ 100 ml per cum along with 3.0% cement and with or without (30-50)% aggregates/stone dust Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. NOTE - 30 % Stone dust is consider in rate analysis balance aggregate use from existing Crust.
100.65
-
2311.55
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Stabilized Base: Providing, mixing, laying and compacting chemically Stabilised base layer using all plant & equipment having IRC accredited ANT Stabiliser@ 120 ml per cum along with 4% cement and with or without 30% aggregates/stone dust Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. NOTE - 30 % Stone dust is consider in rate analysis balance aggregate use from existing Crust.
97.09
-
2376.83
... More
Stress Absorbing Membrane interlayer(SAMI)
Stress Absorbing Membrane interlayer(SAMI) of elastomeric Modified binder applied at the rate of 10-12 kg/10 m2 covered with 0.1 m3 of 11.2 mm aggregaate Rate include all material,labour,hire charges of machinery etc. as per MoRD specification & direction of Engineer -in-Charge.
605
-
99.31
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Semi Dense Bituminous Concrete (SDBC)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. SOR NO. B. 3.1
18.15
-
8742.69
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Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control
93.75
-
75.58
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Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
50
-
382.74
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DRAIN
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. (11.1)
801.6
-
222.59
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR 14.5)
150.3
-
1799.94
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)
150.3
-
3974.03
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Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (SOR 11.6)
225.45
-
3359.99
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)
25.05
-
3974.03
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
1711.75
-
113.82
... More
Providing and laying reinforced cement concrete in superstructure as per drawing Deck Slab (M25) (50% of Drain covered by Slab).
13.15
-
5278.7
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR 13.3) (50% of drain covered by Slab)
1.05
-
56638.79
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Protection Work 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.
986.79
-
222.59
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
80.01
-
1799.94
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Providing M10 (PCC 1:3:6) as levelling course in foundation :-- Providing PCC M 10 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
106.68
-
3888
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
833.44
-
3359.99
... More
Providing concrete for plain/reinforced concrete M-15 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15
11.43
-
3974.03
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification
376
-
102.72
... More
Pointing with cement mortar (1:3) :-- Pointing with cement mortar (1:3) on Stone Masonry work as per drawing and technical specification Clauses 613.3 and 1204
51.87
-
561.98
... More
R C C Culvert 1nx1mx1m 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.
2489.01
-
222.59
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
15.05
-
709.56
... More
Providing PCC M 15 (1:2.4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
313.74
-
3974.03
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
1399.24
-
3359.99
... More
Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
443.38
-
3543.08
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
118.56
-
4625.53
... More
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
425.88
-
94.07
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
76.65
-
5278.7
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
13.55
-
56638.79
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
468
-
33.84
... More
Stone masonry work in cement mortar 1:4 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
29.95
-
3359.99
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC-1:2:4)
3.74
-
3974.03
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
996.22
-
113.82
... More
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
93.6
-
37.42
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
572
-
102.72
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Specification.
91.73
-
1386.99
... More
Back Fillling in foundation trenches as per drawing and technical specification Clause
829.66
-
438.15
... More
R C C Culvert 1nx2mx1.4m
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.
103.41
-
222.59
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
1.5
-
709.56
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
14.03
-
3974.03
... More
Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
57.99
-
3359.99
... More
Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
27.17
-
3543.08
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
4.78
-
4625.53
... More
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
16.92
-
94.07
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
5.53
-
5278.7
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.79
-
56638.79
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
18
-
33.84
... More
Stone masonry work in cement mortar 1:4 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
1.63
-
3359.99
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC-1:2:4)
0.2
-
3974.03
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
55.51
-
113.82
... More
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
5
-
37.42
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
22
-
102.72
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Specification.
3.53
-
1386.99
... More
Back Fillling in foundation trenches as per drawing and technical specification Clause
34.47
-
438.15
... More
RCC Culvert 1nx2mx2m 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.
220.9
-
222.59
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
3
-
709.56
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
29.66
-
3974.03
... More
Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
127.4
-
3359.99
... More
Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
88.58
-
3543.08
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
9.55
-
4625.53
... More
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
33.84
-
94.07
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
11.06
-
5278.7
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.57
-
56638.79
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
36
-
33.84
... More
Stone masonry work in cement mortar 1:4 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
3.26
-
3359.99
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC-1:2:4)
0.41
-
3974.03
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
151.81
-
113.82
... More
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
10
-
37.42
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
88
-
102.72
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Specification.
7.06
-
1386.99
... More
Back Fillling in foundation trenches as per drawing and technical specification Clause
73.63
-
438.15
... More
RCC Culvert 1nx3mx2m 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.
113.21
-
222.59
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
2.42
-
709.56
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
16.24
-
3974.03
... More
Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
63.88
-
3359.99
... More
Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
44.79
-
3543.08
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
5.21
-
4625.53
... More
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
18
-
94.07
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
9.61
-
5278.7
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.24
-
56638.79
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
18
-
33.84
... More
Stone masonry work in cement mortar 1:4 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
2.11
-
3359.99
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC-1:2:4)
0.26
-
3974.03
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
74.82
-
113.82
... More
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
6.4
-
37.42
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
44
-
102.72
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Specification.
3.53
-
1386.99
... More
Back Fillling in foundation trenches as per drawing and technical specification Clause
37.74
-
438.15
... More
RCC Culvert 1nx3mx3m 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.
123.64
-
222.59
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
2.42
-
709.56
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
17.42
-
3974.03
... More
Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
72.37
-
3359.99
... More
Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
79
-
3543.08
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
5.21
-
4625.53
... More
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
18
-
94.07
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
9.61
-
5278.7
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.24
-
56638.79
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
18
-
33.84
... More
Stone masonry work in cement mortar 1:4 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
2.11
-
3359.99
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC-1:2:4)
0.26
-
3974.03
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
115.36
-
113.82
... More
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
6.4
-
37.42
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
54
-
102.72
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Specification.
3.53
-
1386.99
... More
Back Fillling in foundation trenches as per drawing and technical specification Clause
41.21
-
438.15
... More
MAINTENANCE
For 1st Year
1
-
1213761.43
... More
For 2nd Year
1
-
1614720.85
... More
For 3rd Year
1
-
2003725.43
... More
For 4th Year
1
-
2430640.05
... More
For 5th Year
1
-
2916352.08
... More
GST @ 12%
1
-
1
... More
Labour Cess @ 1%
1
-
1
Evaluation Notes How It Works ?
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