Rural Works Department Tender
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Costs
EMD
₹ 1,53,661Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_136801_1Tender No
NDB-BRRP2-598-MUZAFFARPUR WESTTender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.SOR Item No.-2.2
0.1
72891
7289.1
Excavation for roadway in soil using manual means for carrying of out earth to embankment site with a lift up to 1.5 m and lead up to 50m as per Technical Specification Clause 302.3.SOR Item No.-3.5 (I)
24.68
180
4449.56
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.SOR Item No.-3.3
17.28
64
1111.45
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5SOR Item No.-3.4
357.92
239
85786.27
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 100 m as per Technical Specification Clause 301.5SOR Item No.-3.5 (ii)
89.48
170
15233.97
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 100 m as per Technical Specification Clause 303.1.SOR Item No.-3.14
316.63
242
76925.26
Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401SOR Item No.-4.1.401(Aii)
34.9
3281
114532.73
WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.80 -100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.SOR Item No.-4.7 (3)(A)
93.46
4659
435488.09
Cement Concrete Pavement
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501SOR Item No.-6.4
199.37
8192
1633274.93
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412SOR Item No.-4.18
329
446
146829.41
Earthwork excavation for foundation of structures as per drawing and teachnical specification clause 1104 includding setting out, stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved matefial . (A)Ordinary soil SOR Item No.-11.1 (I)
30.94
384
11900.14
Providing concrete for plain/reinforced concrete in opne foundations complete as per drawwings and technical specifications clause 802,803,1202&1203 (I) PCCGrade M-10
Nominal mix 1:2.5:5 with 40 mm and down graded metelSOR Item No.-11.4(II) (i)
2.67
7104
18969.9
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
PCC M15SOR Item No.-11.4 (II)
24.51
6741
165224.36
Providing concrete for plain/reinforced concrete (M-20 Nominal mix 1:2:4) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Bed Portion
SOR Item No.-11.4 (III)
2.61
7379
19260.68
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600,900 and 1208.4SOR Item No.-13.9
2.98
6192
18454.28
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204SOR Item No.-12.3
33.2
203
6767.16
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8SOR Item No.-12.10
33.39
876
29254.98
Guide PostSOR Item No.-
8
640
5120
Bedding for Type - B PCC(M20) Bedding Laying (First Class ) bedding concrete as per clause 1105 (ii)SOR Item No.-9.2
0.53
520
275.7
Providing and Laying Reinforced Cement Concrete Pipe NP3 1000 mm dia as per design in Single Row SOR Item No.-9.3
7.5
7131
53482.95
Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapaets clause 1106. SOR Item No.-9.3(C)
7.5
854
6409.5
Kilometre Stone
Reinforced cement concrete M15 grade kilometre 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 SOR Item No.-(I)(II) Ordinary Kilometer Stone (Pre-cast)
1
2833
2833.56
Kilometre Stone
Reinforced cement concrete M15 grade kilometre 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 SOR Item No.-10.1(III) 200m Stone (Pre-cast)
1
787
787.93
Boundary Pillar
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704At outer side of H-Curve & @ 1.50m c/c both side at heigh embankment SOR Item No.-10.11
5
640
3200
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 SOR Item No.-10.16
2
14183
28367.84
Maintenance Board
1
14183
14183.92
MMGSY Logo Board
1
14183
14183.92
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 SOR Item No.-10.2 A (1)(ii) 600 mm equilateral triangle
2
4111
8222.76
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 SOR Item No.-10.2 A (1) (v) 600 mm x 450 mm rectangular
2
5292
10584.94
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.
Painting on concrete surface
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt dust oil grease efflorescence and applying @ of 1 liter for 2 sqm.
65.8
894
58829.81
Rumble Strips (Provision of 15 nos rumble strips covered with MSS bituminous carpet,
15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control
speed, marked with white strips of road marking paint.) unit is Sqm
28.13
251
7063.31
Rumble Strips - 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. Unit is Sqm
28.13
801
22546.41
Add 1% Labour Cess
1
30290
30290
Add 18% GST
1
545225
545225
Add 10% Seigniorage Fee
1
46143
46143
Maintainance for 1st year
1
1900
1900
Maintainance for 2nd year
1
2354
2354
Maintainance for 3rd year
1
60730
60730
Maintainance for 4th year
1
2354
2354
Maintainance for 5th year
1
1900
1900
Add 1% Labour Cess
1
692
692
Add 18% GST
1
12463
12463
Add 10% Seigniorage Fee
-
-
-
REO Road to Ara Sahni Tola
-
-
-
Setting out(i) Construction of Reference & Working Benchmark = 1 Nos. & 1 Nos. RespectivelySOR Item No.-1.16
0.13
4510
586.31
(ii) Construction of Reference Pillars/Burjees = 5 NosSOR Item No.-1.16
0.13
2091
271.85
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.SOR Item No.-2.2
0.04
72891
2915.64
Excavation for roadway in soil using manual means for carrying of out earth to embankment site with a lift up to 1.5 m and lead up to 50m as per Technical Specification Clause 302.3.SOR Item No.-3.5 (I)
9.83
180
1772.25
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.SOR Item No.-3.3
6.88
64
442.52
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5SOR Item No.-3.4
151.58
239
36330.69
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 100 m as per Technical Specification Clause 301.5SOR Item No.-3.5 (ii)
37.9
170
6452.48
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 100 m as per Technical Specification Clause 303.1.SOR Item No.-3.14
126.07
242
30628.71
Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401SOR Item No.-4.1.401(Aii)
13.9
3204
44544.91
WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.80 -100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.SOR Item No.-4.7 (3)(A)
37.21
4555
169509.41
Cement Concrete Pavement
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501SOR Item No.-6.4
79.39
8106
643583.77
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412SOR Item No.-4.18
131
446
58463.99
Earthwork excavation for foundation of structures as per drawing and teachnical specification clause 1104 includding setting out, stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved matefial . (A)Ordinary soil SOR Item No.-11.1 (I)
5.88
384
2261.57
Bedding for Type - B PCC(M20) Bedding Laying (First Class ) bedding concrete as per clause 1105 (ii)SOR Item No.-9.2
1.05
520
546.19
Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapaets clause 1106. SOR Item No.-9.3(C)
15
845
12677.55
Kilometre Stone
Reinforced cement concrete M15 grade kilometre 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 SOR Item No.-(I)(II) Ordinary Kilometer Stone (Pre-cast)
1
2812
2812.07
Boundary Pillar
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704At outer side of H-Curve & @ 1.50m c/c both side at heigh embankment SOR Item No.-10.11
2
638
1276.5
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 SOR Item No.-10.16
2
14163
28327.62
Maintenance Board
1
14163
14163.81
MMGSY Logo Board
1
14163
14163.81
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 SOR Item No.-10.2 A (1)(ii) 600 mm equilateral triangle
2
4101
8202.66
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 SOR Item No.-10.2 A (1) (v) 600 mm x 450 mm rectangular
2
5282
10564.84
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.
Painting on concrete surface
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt dust oil grease efflorescence and applying @ of 1 liter for 2 sqm.
26.2
894
23424.63
Rumble Strips (Provision of 15 nos rumble strips covered with MSS bituminous carpet,
15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control
speed, marked with white strips of road marking paint.) unit is Sqm
28.13
249
7008.19
Rumble Strips - 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. Unit is Sqm
28.13
801
22546.41
Add 1% Labour Cess
1
11435
11435
Add 18% GST
1
205827
205827
Add 10% Seigniorage Fee
1
16614
16614
Maintainance for 1st year
1
129
129
Maintainance for 2nd year
1
308
308
Maintainance for 3rd year
1
23554
23554
Maintainance for 4th year
1
308
308
Maintainance for 5th year
1
129
129
Add 1% Labour Cess
1
244
244
Add 18% GST
1
4397
4397
Add 10% Seigniorage Fee
-
-
-
Dhar Paswan ke ghar to Bishar Asthan Reo Road tak Via Agan Badi
-
-
-
Setting out(i) Construction of Reference & Working Benchmark = 1 Nos. & 1 Nos. RespectivelySOR Item No.-1.16
0.16
4516
722.65
(ii) Construction of Reference Pillars/Burjees = 6 NosSOR Item No.-1.16
0.16
2094
335.16
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.SOR Item No.-2.2
0.05
72891
3644.55
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5SOR Item No.-3.4
150.89
239
36165.32
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 100 m as per Technical Specification Clause 301.5SOR Item No.-3.5 (ii)
37.72
170
6421.83
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 100 m as per Technical Specification Clause 303.1.SOR Item No.-3.14
483.2
242
117393.44
Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401SOR Item No.-4.1.401(Aii)
130.9
3239
423986.41
WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.80 -100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.SOR Item No.-4.7 (3)(A)
45.45
4607
209413.15
Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502SOR Item No.-5.1 (i)
606
50
30433.32
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50SOR Item No.-5.2 (iii) 503
606
17
10447.44
Mix Seal Surfacing (Waste Plastics)
By Mechanical Means (Type-B)
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509SOR Item No.-5.11
606
250
151596.96
Earthwork excavation for foundation of structures as per drawing and teachnical specification clause 1104 includding setting out, stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved matefial . (A)Ordinary soil SOR Item No.-11.1 (I)
114.48
384
44031.3
Providing concrete for plain/reinforced concrete in opne foundations complete as per drawwings and technical specifications clause 802,803,1202&1203 (I) PCCGrade M-10
Nominal mix 1:2.5:5 with 40 mm and down graded metelSOR Item No.-11.4(II) (i)
7.9
7053
55723.6
Providing concrete for plain/reinforced concrete in opne foundations complete as per drawwings and technical specifications clause 802,803,1202&1203 (I) PCCGrade M-15
Nominal mix 1:2.5:5 with 40 mm and down graded metelSOR Item No.-11.4(II) (i)
33.27
6695
222763.61
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 15
20.17
6941
140016.91
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Cllauses 1002,1010 and 1202
(8.10 + 4.84)SOR Item No.-13.2
0.41
71946
29498.1
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8SOR Item No.-12.10
18.51
876
16217.72
Providing weepholes in brick masonry/stone mosonry, 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 616,709,1204.3.7SOR Item No.-12.90
32
132
4254.4
RCC GRADE M-25
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
9.99
7883
78753.07
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 @ @ 100 kg/cum of RCC + 80 kg/cum of PCC of cutoff wall
1.18
70474
83160.29
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
19.98
3761
75149.58
Drainage spouts complete as per drawing and technical specifications clause 1209SOR Item No.-13.10
4
749
2996.32
RCC M-25
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
4.09
8606
35198.74
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
5
5609
28046.05
Bedding for Type - B PCC(M20) Bedding Laying (First Class ) bedding concrete as per clause 1105 (ii)SOR Item No.-9.2
0.53
520
275.7
Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
By Manual Means
Plain Cement Concrete SOR Item No.-2.5 I (B)
0.6
647
388.78
Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
By Manual Means
Rubble stone masonry in cement SOR Item No.-2.5 III (B)
17.33
455
7896.59
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
Upto 600 mm dia Hume pipeSOR Item No.-2.13 A
5
249
1248.1
Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapaets clause 1106. SOR Item No.-9.3(C)
7.5
849
6373.88
Kilometre Stone
Reinforced cement concrete M15 grade kilometre 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 SOR Item No.-(I)(II) Ordinary Kilometer Stone (Pre-cast)
1
2821
2821.31
Boundary Pillar
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704At outer side of H-Curve & @ 1.50m c/c both side at heigh embankment SOR Item No.-10.11
2
639
1278.02
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 SOR Item No.-10.16
2
14172
28344.92
Maintenance Board
1
14172
14172.46
MMGSY Logo Board
1
14172
14172.46
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 SOR Item No.-10.2 A (1)(ii) 600 mm equilateral triangle
2
4105
8211.3
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 SOR Item No.-10.2 A (1) (v) 600 mm x 450 mm rectangular
2
5286
10573.48
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. SOR Item No.-8.13
32
801
25652.8
Rumble Strips (Provision of 15 nos rumble strips covered with MSS bituminous carpet,
15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control
speed, marked with white strips of road marking paint.) unit is Sqm
28.13
250
7035.75
Rumble Strips - 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. Unit is Sqm
28.13
801
22546.41
Planting of Trees and their Maintenance for one Year
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one
8
1181
9452
Add 1% Labour Cess
1
19668
19668
Add 18% GST
1
354018
354018
Add 10% Seigniorage Fee
1
28116
28116
Maintainance for 1st year
1
15004
15004
Maintainance for 2nd year
1
27045
27045
Maintainance for 3rd year
1
48143
48143
Maintainance for 4th year
1
26453
26453
Maintainance for 5th year
1
29977
29977
Add 1% Labour Cess
1
1466
1466
Add 18% GST
1
26392
26392
Add 10% Seigniorage Fee
1
435
435
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