Rural Works Department Tender
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EMD
₹ 24,66,000Document Cost
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Refer Documents
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Tender Id
2024_RWD_89843_1Bid Award Id
ViewTender No
04/2024-25/RWD/W/EE/GUMLATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
12565.66
1649871
131.3
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.
2302.19
6237346
2709.31
Prime Coat 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)
13942.17
1143815
82.04
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)
13942.17
226142
16.22
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03
697.11
5620930
8063.19
Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
71.58
1385
19.35
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 surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
14013.75
183580
13.1
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.S.O.R. Item No. 5.07 (II)
350.34
3586059
10235.94
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 ) S.O.R. Item No. 6.4
37.88
248400
6557.57
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)
5
8704
1740.9
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 801.80 mm x 60 mm rectangular
S.O.R. Item No. 8.4 (iv). (X)
16
120416
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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
S.O.R. Item No. 8.06
2.7
38861
14393.1
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
740
432382
584.3
Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
95
51851
545.8
Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
15
8143
542.9
G/WALL 1.0M Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)
156
8704
55.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
26
127895
4919.07
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
102.5
482941
4711.62
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
57.5
268673
4672.59
Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
4
19643
4910.87
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
99
11120
112.33
Flush Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
100
6104
61.04
G/WALL 2.0M Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)
272
15177
55.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
34
167248
4919.07
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
192.5
906986
4711.62
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
145
677525
4672.59
Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
4
19643
4910.87
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
99
11120
112.33
Flush Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
200
12208
61.04
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure
6.3
31312
4970.29
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.26
6187
4910.87
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
S.O.R. Item No. 13.2
70.15
8180
116.61
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure
3.6
17893
4970.29
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
0.38
1856
4910.87
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
S.O.R. Item No. 13.2
14.03
1636
116.61
STRENGTHENING/ SPECIAL REPAIR OF ROAD FROM BPDP ROAD-GARHWALIMADA BLOCK-SISAI, DISTRICT-GUMLA(L-9.000 KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2
3.54
69951
19760.3
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. 3.15 (ii)
14664.6
70390
4.8
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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
4032.8
1390106
344.7
Excavation in ordinary Rock using Hydraulic Excavator and Tippers with Disposal upto 1000 metres 80% of Hard Rock
1008.2
62911
62.4
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 table 300-2.
1200.64
73815
61.48
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
30418.76
3993983
131.3
Construction of granular sub-base(With Grading III Material) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.S.O.R. Item No. 4.01 B(I)
245.43
588629
2398.36
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.
1320.99
3578971
2709.31
Prime Coat 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)
9896.77
811832
82.03
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)
9896.77
160525
16.22
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03
1432.23
11550333
8064.58
Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
433.67
8387
19.34
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 surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
42937.72
562054
13.09
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.S.O.R. Item No. 5.07 (II)
656.66
6722937
10238.08
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th km post item no. 10.10 i
1
2929
2929.3
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)
8
13927
1740.9
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 801.80 mm x 60 mm rectangular
S.O.R. Item No. 8.4 (iv). (X)
28
210728
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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
S.O.R. Item No. 8.06
2.16
31089
14393.1
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
1387
810424
584.3
Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
250
136450
545.8
Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
28
15201
542.9
G/WALL 1.5M Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)
420
23436
55.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
60
295144
4919.07
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
288
1356946
4711.62
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
195
911155
4672.59
Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
8
39286
4910.87
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
198
22241
112.33
Flush Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
300
18312
61.04
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure
12.48
62029
4970.29
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.51
7425
4910.87
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
S.O.R. Item No. 13.2
84.18
9816
116.61
RCC 1x1.5x1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50 M including 1.5 lift, levelling, ramming the foundation trenches, removing roots of tree shrubs all complete job as per direction and specification of E/I.
287
16014
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
33.2
80166
2414.66
Plain/Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
44.08
216832
4919.07
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Square Rubble Coursed Rubble Masonary (1st sort) in Cm 1:3 SOR Item No. 12.7(a)
141.04
680608
4825.64
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203. Coarse Rubble Masonary in C.M. (1:3) in sub-structure SOR Item No. 13.4 B
70.32
349510
4970.29
Plain/Reinforced Cement Concretein sub-structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
2.44
11982
4910.87
Plain/Reinforced Cement Concretein sub-structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-20)
13.52
72334
5350.19
Plain/Reinforced Cement Concretein sub-structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-25 in Deck Slab)
14.48
84736
5851.98
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical specifications
5.16
62689
12149.04
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.2
194543
88428.87
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
165.36
19282
116.61
providing weepholes in brick masonary/ stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7 SOR Item No. 13.8
80
8986
112.33
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78 & 2200
S.O.R. Item No. 13.9 B
31.04
34917
1124.92
STRENGTHENING/ SPECIAL REPAIR OF ROAD FROM T02 TO LAKYABASTOLI PART-B BLOCK-SISAI, DISTRICT-GUMLA(L-1.500 KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2
0.69
13634
19760.3
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. 3.15 (ii)
2700
12960
4.8
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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
20
1248
62.4
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 table 300-2.
379.4
23325
61.48
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
5154.95
676844
131.3
Construction of granular sub-base(With Grading III Material) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.S.O.R. Item No. 4.01 B(I)
21.21
43038
2029.14
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.
261.73
607661
2321.71
Prime Coat 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)
1856.72
152121
81.93
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)
1856.72
30041
16.18
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03
283.13
2172728
7673.96
Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
757.5
14619
19.3
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 surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
7990.78
104439
13.07
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.S.O.R. Item No. 5.07 (II)
132.56
1303066
9830.01
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 ) S.O.R. Item No. 6.4
62.87
386274
6143.83
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)
3
5222
1740.9
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 801.80 mm x 60 mm rectangular
S.O.R. Item No. 8.4 (iv). (X)
8
60208
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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
S.O.R. Item No. 8.06
2.16
31089
14393.1
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
280
163604
584.3
Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
80
43664
545.8
Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
7
3800
542.9
G/WALL 1.0M Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)
312
17409
55.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
52
234285
4505.49
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
205
871461
4251.03
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
115
486726
4232.4
Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
8
35978
4497.29
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
198
22124
111.74
Flush Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
200
11996
59.98
G/WALL 1.5M Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)
210
11718
55.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
30
135164
4505.49
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
144
612148
4251.03
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
97.5
412659
4232.4
Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
3
13491
4497.29
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
99
11062
111.74
Flush Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
150
8997
59.98
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure
10.4
46932
4512.76
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
1.26
5666
4497.29
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
S.O.R. Item No. 13.2
70.15
7825
111.55
STRENGTHENING/ SPECIAL REPAIR OF ROAD FROM T02 TO SAKROULIKHAS BLOCK-SISAI, DISTRICT-GUMLA(L-5.400 KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2
2.56
50586
19760.3
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. 3.15 (ii)
9880.43
47426
4.8
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 table 300-2.
394.45
24250
61.48
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
18402.86
2416296
131.3
Construction of granular sub-base(With Grading III Material) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.S.O.R. Item No. 4.01 B(I)
245.43
498011
2029.14
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.
938.24
2178321
2321.71
Prime Coat 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)
6821.76
558906
81.93
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)
6821.76
110376
16.18
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03
1057.57
8115749
7673.96
Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
790.45
15255
19.3
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 surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
30262.79
395534
13.07
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.S.O.R. Item No. 5.07 (II)
473.44
4653531
9829.19
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 ) S.O.R. Item No. 6.4
119.31
732240
6137.29
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th km post item no. 10.10 i
1
2929
2929.3
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)
6
10445
1740.9
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 801.80 mm x 60 mm rectangular
S.O.R. Item No. 8.4 (iv). (X)
14
105364
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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
S.O.R. Item No. 8.06
2.16
31089
14393.1
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
960
560928
584.3
Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
220
120076
545.8
Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
22
11943
542.9
G/WALL 1.5M Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)
420
23436
55.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
60
270022
4500.38
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
288
1223449
4248.09
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
195
824709
4229.28
Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
8
35937
4492.18
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
198
22122
111.73
Flush Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
300
17985
59.95
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure
20.8
93806
4509.92
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
2.52
11320
4492.18
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
S.O.R. Item No. 13.2
140.3
15632
111.42
RCC 1x1.5x1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50 M including 1.5 lift, levelling, ramming the foundation trenches, removing roots of tree shrubs all complete job as per direction and specification of E/I.
143.5
8007
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
16.6
34514
2079.19
Plain/Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
22.04
99188
4500.38
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Square Rubble Coursed Rubble Masonary (1st sort) in Cm 1:3 SOR Item No. 12.7(a)
70.52
307878
4365.83
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203. Coarse Rubble Masonary in C.M. (1:3) in sub-structure SOR Item No. 13.4 B
35.16
158568
4509.92
Plain/Reinforced Cement Concretein sub-structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
1.22
5480
4492.18
Plain/Reinforced Cement Concretein sub-structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-20)
6.76
33335
4931.32
Plain/Reinforced Cement Concretein sub-structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-25 in Deck Slab)
7.24
39254
5421.94
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical specifications
2.58
30197
11704.31
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.1
97056
88233.57
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
82.68
9212
111.42
providing weepholes in brick masonary/ stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7 SOR Item No. 13.8
40
4469
111.73
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78 & 2200
S.O.R. Item No. 13.9 B
15.52
17458
1124.92
STRENGTHENING/ SPECIAL REPAIR OF ROAD FROM T02 TO AMBATOLI-KARANJTOLI VIA-BHAGAITOLI BLOCK-SISAI, DISTRICT-GUMLA(L-2.700 KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. S.O.R. Item No. 2.2
1.29
25490
19760.3
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. 3.15 (ii)
5386.95
25857
4.8
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 table 300-2.
394.45
24250
61.48
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)S.O.R. Item No. 3.18
9020.23
1184356
131.3
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.
373.52
851117
2278.64
Prime Coat 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)
2834.47
232284
81.95
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)
2834.47
45890
16.19
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03
498.29
3802854
7631.81
Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
21.97
424
19.31
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 surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
15301.6
199991
13.07
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.S.O.R. Item No. 5.07 (II)
227.25
2224554
9789.02
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 ) S.O.R. Item No. 6.4
178.96
1101840
6156.91
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post.S.O.R. Item No. 8.14 (ii)
4
6963
1740.9
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 801.80 mm x 60 mm rectangular
S.O.R. Item No. 8.4 (iv). (X)
10
75260
7526
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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
S.O.R. Item No. 8.06
2.16
31089
14393.1
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
480
280464
584.3
Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
105
57309
545.8
Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
15
8143
542.9
G/WALL 1.5M Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)
420
23436
55.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
60
270858
4514.3
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
288
1220322
4237.23
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
195
823537
4223.27
Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
6
27036
4506.1
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
198
22152
111.88
Flush Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
300
33819
112.73
REPAIR OF CULVERT Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub- structure
20.8
93559
4498.06
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
2.52
11355
4506.1
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
S.O.R. Item No. 13.2
140.3
15816
112.73
Goods & Service Tax (G.S.T.) -
103452174.35
18621391
0.18
Labour Cess -
122073565.73
1220735
0.01
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