Rural Works Department Tender
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Costs
EMD
₹ 24,59,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RWD_77753_1Bid Award Id
ViewTender No
JH-M-SIM-04-2023-24Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) S.O.R. Item No. 5.01 A (i
3700.2
304489
82.29
... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. S.O.R. Item No. 5.02 (ii)
3700.2
60350
16.31
... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
38259.24
503874
13.17
... More
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) RCD S.O.R. Item No. 5.03 (ii)
1080.46
9592799
8878.44
... More
Semi-Dense Bituminous Concrete (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.) for Grading-II (10 mm nominal size) S.O.R. Item No. 5.7(MORT&H 4TH)
524.49
5974691
11391.43
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
227.25
1475418
6492.49
... More
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)5th km stone.
1
2929
2929.3
... More
Reinforced cement concrete M15 grade Ordinary kilometre stone (precast) stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.S.O.R Item no 10.10 (ii)
5
8704
1740.9
... More
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)
1
7526
7526
... More
Direction and Place Identification Signs with size more than 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 aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
0.81
11100
13704.3
... 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. S.O.R. Item No. 8.13
1107.84
647310
584.3
... More
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. (with manual means in ordinary soil & Depth upto 3m) S.o.r item no 3.13(i)A
821.6
45845
55.8
... More
Plain/reinforced cement concrete in fdn complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no11.4 A
(P.C.C. Grade M-15 )
123.64
602956
4876.71
... More
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. 1:3 in foundation in Drain & in Retaining Wall
432
2058376
4764.76
... More
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in Retaining Wall
292.5
1376779
4706.94
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no13.05 A
(P.C.C. Grade M-15 in Coping)
14.07
68499
4868.51
... 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 S.o.r item no13.08
350
39119
111.77
... More
Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification Clauses 613.3 and 1204
450
27018
60.04
... More
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. (1:3) in sub structure.S.o.r item no13.04 B
109.16
548756
5027.08
... More
Plastering with cement mortar (1:3) on brick / stone masonary work in substructure as per technical specifications S.O.R. Item No. 13.03
180.38
20170
111.82
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
13.92
978
70.3
... More
Stone masonry work in cement mortar in fdn complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) 1st sort.S.o.r item no12.7 a
107.46
524639
4882.18
... More
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.)
26.59
68170
2563.76
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-20 in S/S) S.O.R. Item No. 13.05 E (p)
8.16
43653
5349.66
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.05 F (p)
27.26
157431
5775.19
... More
Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications S.O.R. Item No. 14.04
5.29
63775
12055.91
... More
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications S.O.R. Item No. 13.06
3.27
288396
88194.51
... More
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification S.O.R. Item No. 13.09 (B)
62.73
71686
1142.78
... More
(Special repair of road from l056-Lathakhamman rengari road to Sarplata via Bhawarkhol -2) Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.S.O.R Item no 2.02 .(A)
1.17
23119
19760.3
... More
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.S.O.R Item no 3.18.(A)
4482.42
588541
131.3
... More
Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m
362.46
22617
62.4
... More
Excavation for roadwork in Hard Rock (blasting prohibited) with hydraulic excavator 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
275
79337
288.5
... More
Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With Grading-I Material S.O.R. Item No. 4.01 B (i)(A)
127.94
285838
2234.16
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. S.O.R. Item No. 4.14 A
279.48
709035
2536.98
... More
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) S.O.R. Item No. 5.01 A (i
1863.19
153415
82.34
... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. S.O.R. Item No. 5.02 (ii)
1863.19
30425
16.33
... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
22932.81
302254
13.18
... More
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) RCD S.O.R. Item No. 5.03 (ii)
619.9
5298508
8547.36
... More
Semi-Dense Bituminous Concrete (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.) for Grading-II (10 mm nominal size) S.O.R. Item No. 5.7(MORT&H 4TH)
309.95
3430117
11066.68
... More
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
43.69
148150
3390.95
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
354.57
2206627
6223.39
... More
Reinforced cement concrete M15 grade Ordinary kilometre stone (precast) stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.S.O.R Item no 10.10 (ii)
4
6963
1740.9
... More
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)
1
7526
7526
... More
Direction and Place Identification Signs with size more than 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 aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1.08
14800
13704.3
... 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. S.O.R. Item No. 8.13
654.68
382529
584.3
... More
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. (with manual means in ordinary soil & Depth upto 3m) S.o.r item no 3.13(i)A
210.1
11723
55.8
... More
Plain/reinforced cement concrete in fdn complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no11.4 A
(P.C.C. Grade M-15 )
28.1
128837
4584.96
... More
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. 1:3 in foundation in Drain & in Retaining Wall
140.06
657016
4691.13
... More
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in Retaining Wall
100.35
464751
4631.31
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no13.05 A
(P.C.C. Grade M-15 in Coping)
4.27
19542
4576.76
... 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 S.o.r item no13.08
83
9252
111.48
... More
Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification Clauses 613.3 and 1204
143
8509
59.51
... More
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. (1:3) in sub structure.S.o.r item no13.04 B
2.43
11689
4810.43
... More
Plastering with cement mortar (1:3) on brick / stone masonary work in substructure as per technical specifications S.O.R. Item No. 13.03
14.7
1607
109.32
... More
Stone masonry work in cement mortar in fdn complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) 1st sort.S.o.r item no12.7 a
0.61
3022
4955.29
... More
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.)
1.35
3435
2545.13
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.05 F (p)
1.8
9925
5513.9
... More
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications S.O.R. Item No. 13.06
0.26
23059
88350.75
... More
(Special repair of Road from L026-Shankh river to Kongsera Basartoli road-3,)Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.S.O.R Item no 2.02.
1.38
27269
19760.3
... More
Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.
202.5
10651
52.6
... More
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.S.O.R Item no 3.18.(A)
3865.38
507524
131.3
... More
Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With Grading-I Material S.O.R. Item No. 4.01 B (i)(A)
330.72
623565
1885.48
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. S.O.R. Item No. 4.14 A
249.07
540716
2170.94
... More
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) S.O.R. Item No. 5.01 A (i
1790.43
147638
82.46
... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. S.O.R. Item No. 5.02 (ii)
1790.43
29309
16.37
... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
15350.29
202930
13.22
... More
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) RCD S.O.R. Item No. 5.03 (ii)
428.52
3514193
8200.77
... More
Semi-Dense Bituminous Concrete (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.) for Grading-II (10 mm nominal size) S.O.R. Item No. 5.7(MORT&H 4TH)
214.26
2298568
10727.94
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
1237.66
7572734
6118.59
... More
Reinforced cement concrete M15 grade Ordinary kilometre stone (precast) stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.S.O.R Item no 10.10 (ii)
5
8704
1740.9
... More
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)
1
7526
7526
... More
Direction and Place Identification Signs with size more than 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 aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1.35
18500
13704.3
... 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. S.O.R. Item No. 8.13
452.56
264430
584.3
... More
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. (with manual means in ordinary soil & Depth upto 3m) S.o.r item no 3.13(i)A
114.8
6405
55.8
... More
Plain/reinforced cement concrete in fdn complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no11.4 A
(P.C.C. Grade M-15 )
17.18
76604
4458.95
... More
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. 1:3 in foundation in Drain & in Retaining Wall
20.5
104561
5100.57
... More
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in Retaining Wall
11.5
57728
5019.84
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no13.05 A
(P.C.C. Grade M-15 in Coping)
2.85
12684
4450.75
... 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 S.o.r item no13.08
40
4476
111.91
... More
Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification Clauses 613.3 and 1204
20
1205
60.26
... More
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. (1:3) in sub structure.S.o.r item no13.04 B
17.33
92935
5362.7
... More
Plastering with cement mortar (1:3) on brick / stone masonary work in substructure as per technical specifications S.O.R. Item No. 13.03
66.4
7496
112.9
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
13.92
978
70.3
... More
Stone masonry work in cement mortar in fdn complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) 1st sort.S.o.r item no12.7 a
42.05
219387
5217.3
... More
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.)
9.29
26587
2861.95
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-20 in S/S) S.O.R. Item No. 13.05 E (p)
3.08
15271
4958.26
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.05 F (p)
4.32
23394
5415.43
... More
Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications S.O.R. Item No. 14.04
0.9
10546
11718.26
... More
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications S.O.R. Item No. 13.06
0.68
60253
88477.7
... More
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification S.O.R. Item No. 13.09 (B)
7.75
8856
1142.78
... More
(Special repair of road from Bolba PWD road to Shamsera-4,) Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.S.O.R Item no 2.02 .(A)
1.37
27071
19760.3
... More
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.S.O.R Item no 3.18.(A)
2663.48
349714
131.3
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. S.O.R. Item No. 4.14 A
751.29
1938493
2580.22
... More
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) S.O.R. Item No. 5.01 A (i
5388.12
444196
82.44
... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. S.O.R. Item No. 5.02 (ii)
5388.12
88203
16.37
... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
21323.61
281684
13.21
... More
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) RCD S.O.R. Item No. 5.03 (ii)
676.33
5815937
8599.26
... More
Semi-Dense Bituminous Concrete (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.) for Grading-II (10 mm nominal size) S.O.R. Item No. 5.7(MORT&H 4TH)
345.73
3845091
11121.66
... More
Reinforced cement concrete M15 grade Ordinary kilometre stone (precast) stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.S.O.R Item no 10.10 (ii)
5
8704
1740.9
... More
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)( Hectometer stone)
14
7600
542.9
... More
Direction and Place Identification Signs with size more than 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 aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1.8
24667
13704.3
... 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. S.O.R. Item No. 8.13
730.26
426690
584.3
... More
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. (with manual means in ordinary soil & Depth upto 3m) S.o.r item no 3.13(i)A
71.75
4118
57.4
... More
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.)
8.3
25500
3072.37
... More
Plain/reinforced cement concrete in fdn complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no11.4 A
(P.C.C. Grade M-15 )
11.01
50895
4622.65
... More
Stone masonry work in cement mortar in fdn complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) 1st sort.S.o.r item no12.07 a
35.26
189494
5374.2
... More
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. (1:3) in sub structure.S.o.r item no13.04 B
17.58
97040
5519.95
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no13.05 A
(P.C.C. Grade M-15 in Coping)
0.61
2814
4614.45
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-20 in S/S) S.O.R. Item No. 13.05 E (p)
3.38
17105
5060.75
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.05 F (p)
3.62
20039
5535.77
... More
Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications S.O.R. Item No. 14.04
1.29
15247
11819.54
... More
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications S.O.R. Item No. 13.06
0.55
48528
88233.57
... More
Plastering with cement mortar (1:3) on brick / stone masonary work in substructure as per technical specifications S.O.R. Item No. 13.03
43
4723
109.85
... 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 S.o.r item no13.08
19
2119
111.55
... More
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification S.O.R. Item No. 13.09 (B)
12.97
14127
1089.21
... More
(Special repair of road from Bolba Piriyapoch mode(Belkuba to Talmanga road) to Awga Bazar.-5) Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.S.O.R Item no 2.02 .
1.13
22329
19760.3
... More
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.S.O.R Item no 3.18.(A)
1901.1
249614
131.3
... More
Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With Grading-I Material S.O.R. Item No. 4.01 B (i)(A)
133.97
335030
2500.79
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. S.O.R. Item No. 4.14 A
394.7
1111925
2817.14
... More
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) S.O.R. Item No. 5.01 A (i
2834.97
234026
82.55
... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. S.O.R. Item No. 5.02 (ii)
2834.97
46493
16.4
... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
15259.44
202034
13.24
... More
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) RCD S.O.R. Item No. 5.03 (ii)
444.12
3927037
8842.29
... More
Semi-Dense Bituminous Concrete (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.) for Grading-II (10 mm nominal size) S.O.R. Item No. 5.7(MORT&H 4TH)
230.3
2620712
11379.56
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
173.47
1130061
6514.45
... More
Reinforced cement concrete M15 grade Ordinary kilometre stone (precast) stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.S.O.R Item no 10.10 (ii)
4
6963
1740.9
... More
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)( Hectometer stone)
11
5971
542.9
... More
Direction and Place Identification Signs with size more than 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 aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1.8
24667
13704.3
... 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. S.O.R. Item No. 8.13
486.44
284226
584.3
... More
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. (with manual means in ordinary soil & Depth upto 3m) S.o.r item no 3.13(i)A
227.4
13052
57.4
... More
Plain/reinforced cement concrete in fdn complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no11.4 A
(P.C.C. Grade M-15 )
103.12
503535
4883.01
... More
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. 1:3 in foundation in Drain & in Retaining Wall
41
230376
5618.94
... More
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in Retaining Wall
23
126465
5498.51
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no13.05 A
(P.C.C. Grade M-15 in Coping)
1.6
7799
4874.81
... 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 S.o.r item no13.08
49
5484
111.92
... More
Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification Clauses 613.3 and 1204
40
2412
60.31
... More
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.)
48.78
163507
3351.94
... More
Plastering with cement mortar (1:3) on brick / stone masonary work in substructure as per technical specifications S.O.R. Item No. 13.03
176
19909
113.12
... More
Stone masonry work in cement mortar in fdn complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) 1st sort.S.o.r item no12.7 a
80.41
461190
5735.49
... More
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification S.O.R. Item No. 13.09 (B)
132
143775
1089.21
... More
(Special repair of road from Awga to Kundurmunda-6 )Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.S.O.R Item no 2.02 .(A)
1.54
30430
19760.3
... More
Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.
1030.95
54227
52.6
... More
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.S.O.R Item no 3.18.(A)
4428.87
581510
131.3
... More
Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With Grading-I Material S.O.R. Item No. 4.01 B (i)(A)
884.39
1994007
2254.67
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. S.O.R. Item No. 4.14 A
228.31
584133
2558.51
... More
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) S.O.R. Item No. 5.01 A (i
1629.69
134514
82.54
... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. S.O.R. Item No. 5.02 (ii)
1629.69
26726
16.4
... More
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.) RCD S.O.R. Item No. 5.03 (ii)
402.5
3457221
8589.37
... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
14470.21
191585
13.24
... More
Semi-Dense Bituminous Concrete (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.) for Grading-II (10 mm nominal size) S.O.R. Item No. 5.7(MORT&H 4TH)
201.25
2237419
11117.61
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
1267.79
7975451
6290.83
... More
Reinforced cement concrete M15 grade Ordinary kilometre stone (precast) stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.S.O.R Item no 10.10 (ii)
4
6963
1740.9
... More
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)
1
7526
7526
... More
Direction and Place Identification Signs with size more than 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 aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1.08
14800
13704.3
... 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. S.O.R. Item No. 8.13
425.08
248374
584.3
... More
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. (with manual means in ordinary soil & Depth upto 3m) S.o.r item no 3.13(i)A
159.07
8876
55.8
... More
Plain/reinforced cement concrete in fdn complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no11.4 A
(P.C.C. Grade M-15 )
25.84
120346
4657.37
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.S.o.r item no13.05 A
(P.C.C. Grade M-15 in Coping)
1.94
9019
4649.17
... More
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. (1:3) in sub structure.S.o.r item no13.04 B
63.55
353706
5565.8
... More
Plastering with cement mortar (1:3) on brick / stone masonary work in substructure as per technical specifications S.O.R. Item No. 13.03
127.25
14173
111.38
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
13.92
978
70.3
... More
Stone masonry work in cement mortar in fdn complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) 1st sort.S.o.r item no12.7 a
87.19
472572
5420.03
... More
Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.)
19.89
61372
3085.6
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-20 in S/S) S.O.R. Item No. 13.05 E (p)
7.17
36855
5140.27
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.05 F (p)
12.17
67889
5578.4
... More
Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications S.O.R. Item No. 14.04
3.32
39397
11866.74
... More
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications S.O.R. Item No. 13.06
1.64
144799
88292.16
... 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 S.o.r item no13.08
50
5585
111.71
... More
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification S.O.R. Item No. 13.09 (B)
29.27
33449
1142.78
... More
Goods & Service Tax (G.S.T.) -
103165358.47
18569764
0.18
... More
Labour Cess -
121735123
1217351
0.01
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