Manipur State Rural Roads Development Agency Tender
View complete overview of Manipur MSRRDA Tender
Manipur State Rural Roads Development Agency - MSRRDA Tender
Civil And Construction
Eprocure
Opening Date12 Nov 2018
Closing Date30 Nov 2018
Tender Amount₹ 13,02,37,000
Costs
EMD
₹ 26,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CESQC_70413_2Bid Award Id
ViewTender No
5/16/2018-MSRRDA/Ph-XI/B-I-4RTTender Authority
Manipur State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Surface Drains in Soil
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Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
-
-
-
a) Manual Means
9300
624774
67.18
Surface Drains in Ordinary Rock
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-
-
Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
-
-
-
a) Manual Means
1200
120924
100.77
Excavation in Hilly Areas
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-
-
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
28741.13
3187390
110.9
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
10883.38
1830801
168.22
Excavation in Hard Rock (blasting prohibited)
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-
-
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
5403.5
2026690
375.07
Kilometre Stone
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-
-
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
-
-
-
a) 5th Kilometer Stone (Precast)
3
12881
4293.93
b) Ordinary Kilometer Stone (Precast)
8
20921
2615.14
c) 200 m stone (precast)
42
28700
683.35
Guide Post
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-
-
Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing & Technical Specification Clause 1401.6
20
26376
1318.84
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
36304
18152.47
Providing and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and Bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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
2
44777
22388.7
Traffic Signs/Retro-reflectorised Traffic Signs
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-
-
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
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-
-
a) 600 mm dia circle
10
28747
2874.78
b) 600 mm equilateral triangle
10
27143
2714.35
Providing and fixing PMGSY Logo Board at starting point (Steel Tube)
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-
-
Providing and fixing of typical PMGSY Logo Board as per MORD specifications and drawing. One plate of 1.6m thick with MS flat 25mm x 5mm size back on centre. The topmost diamont plate & mid plate will be welded to 75mm x 75mm of 12 SWG steel plate tube posts & duly embedded to CC 450mm x 450mm x 600mm below ground level. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior.
10
100883
10088.32
Direction and place Identification signs upto 0.90sqm Size Board
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-
-
A. Retro-reflectorised Traffic Signs
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-
-
Providing and erecting direction and place identification retro-reflectorised sheeting vide clause 1701.2.3 fixed over aluminium sheeting 2mm thick with area not exceeding 0.90sqm supported on mild steel angle iron posts 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600mm, 600mm below GL as per approved drawing and technical specifications Clause 1701.
10
40439
4043.91
Compacting original ground supporting subgrade
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-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
16537.5
568890
34.4
Construction of Subgrade and earthen shoulder
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-
-
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 with lead upto 1000 m as per Technical Specification Clause 303.1.
6670.13
1592225
238.71
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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-
-
i) Using naturally occuring gravel
7166.25
11133700
1553.63
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
-
-
-
By Manual Means
2480.63
8533672
3440.13
Bases & Surface courses (Bituminous)
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-
-
Prime Coat - Low- porosity
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-
-
Prime Coat : Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.
33075
735918
22.25
Tack Coat
-
-
-
Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CRS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CRS1 : 200 liter water . Mixing & Spraying : Take 1.4 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 0.4 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.
33075
486533
14.71
20mm thick Open-Graded Premix Carpet using Bituminous emulsion (penetration grade/modified bitumen) Binder
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-
-
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates using S-90 penetration grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of bitumen S-90 grade @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type D as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.
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-
-
By Manual Means Bitimen (S-90)
33075
6541242
197.77
Seal Coat
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-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type D as per Technical Specification Clause 510 of MORD with S-90 grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of S-65 bitumen binder laid as per direction of Engineer-in-Charge.
-
-
-
Case II : Type B (By Manual means)Bitumen (S-90)
33075
2255053
68.18
Providing and fixing of Maintenance Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and Bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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
1
22334
22334.22
Construction of Hume Pipe Culvert 1000mm dia. (Hd. Wall Height 3.35m) 18 Nos.
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-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1674
449803
268.7
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
72.36
496650
6863.61
BEDDING FOR PIPE
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-
-
Type B (First class) Bedding. Laying (first class) bedding on well compacted sand,moorum or approved granular material as per clause 1105(ii)
53.1
153773
2895.92
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109. (A) In 1:4 cement mortar
796.68
4336600
5443.34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
-
-
-
Providing and laying reinforced cement concrete pipe NP3 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 parapets as per clause 1106. (B) 1000mm dia.
135
1260832
9339.5
Plastering with cement mortar (1:4), 15 mm thick on brickwork/ stone work in substructure as per technical specification Clauses 613.4 & 1204
1153.8
256051
221.92
Construction of 2m span slab culvert of height 3.44 m (10 Nos.)
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-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and tracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil (i) Upto 3m depth.
1894.5
509052
268.7
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I.P.C.C. grade M10
-
-
-
(i) Nominal mix 1:3:6
156.7
1075527
6863.61
Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 15
-
-
-
i)Nominal mix (1:2.5:5)
770.1
5479700
7115.57
Providing & laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II.R.C.C grade M 25
51.2
485686
9486.06
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.88
354270
72581.57
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
144
124911
867.44
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
320
95584
298.7
Construction of Protection Works (Retaining Wall : Height 4.50 m) 6 Nos.
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-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and tracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil (i) Upto 3m depth.
976.44
262369
268.7
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I)P.C.C. grade M10. i) Nominal mix 1:3:6
40.68
279211
6863.61
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III) Random rubble masonry (ii)in 1:4 cement motar
560.16
3075138
5489.75
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
156
46597
298.7
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
90
78069
867.44
Pointing with Cement Mortar 1:3 on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204
337.02
23776
70.55
Construction of Protection Works (Breast Wall : Height 2.50 m) 6 nos.
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and tracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil (i) Upto 3m depth.
447.72
120302
268.7
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I)P.C.C. grade M10. i) Nominal mix 1:3:6
25.56
175433
6863.61
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III) Random rubble masonry (ii)in 1:4 cement motar
191.28
1050079
5489.75
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
54
16129
298.7
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
54
46841
867.44
Pointing with Cement Mortar 1:3 on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204
42.06
2967
70.55
Maintenance component for 5(five) years after construction ( not to be quoted yearwise)
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-
-
1st year: (INR) 724414.35
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-
-
2nd year: (INR) 1086621.52
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-
-
3rd year: (INR) 1448828.7
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-
-
4th year: (INR) 1811035.87
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-
-
5th year: (INR) 2173243.04
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-
-
B. T03(ODR) To Kabui Khullen
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-
-
Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
10.4
74340
7148.12
Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
1440
720.1
Surface Drains in Soil
-
-
-
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
-
-
-
a) Manual Means
9200
618056
67.18
Surface Drains in Ordinary Rock
-
-
-
Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
-
-
-
a) Manual Means
1200
120924
100.77
Excavation in Hilly Areas
-
-
-
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
29493.5
3270829
110.9
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
11281.25
1897731
168.22
Excavation in Hard Rock (blasting prohibited)
-
-
-
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
5498.75
2062416
375.07
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
-
-
-
a) 5th Kilometer Stone (Precast)
3
12881
4293.92
b) Ordinary Kilometer Stone (Precast)
4
10460
2615.14
c) 200 m stone (precast)
20
13667
683.35
Guide Post
-
-
-
Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing & Technical Specification Clause 1401.6
22
29013
1318.81
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
36304
18152.41
Providing and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and Bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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
2
44777
22388.62
Traffic Signs/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 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
-
-
-
a) 600 mm dia circle
10
28747
2874.77
b) 600 mm equilateral triangle
10
27143
2714.34
Providing and fixing PMGSY Logo Board at starting point (Steel Tube)
-
-
-
Providing and fixing of typical PMGSY Logo Board as per MORD specifications and drawing. One plate of 1.6m thick with MS flat 25mm x 5mm size back on centre. The topmost diamont plate & mid plate will be welded to 75mm x 75mm of 12 SWG steel plate tube posts & duly embedded to CC 450mm x 450mm x 600mm below ground level. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior.
10
100882
10088.29
Direction and place Identification signs upto 0.90sqm Size Board
-
-
-
A. Retro-reflectorised Traffic Signs
-
-
-
Providing and erecting direction and place identification retro-reflectorised sheeting vide clause 1701.2.3 fixed over aluminium sheeting 2mm thick with area not exceeding 0.90sqm supported on mild steel angle iron posts 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600mm, 600mm below GL as per approved drawing and technical specifications Clause 1701.
10
40439
4043.9
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
16380
563472
34.4
Construction of Subgrade and earthen shoulder
-
-
-
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 with lead upto 1000 m as per Technical Specification Clause 303.1.
6606.6
1577061
238.71
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
-
-
-
i) Using naturally occuring gravel
7098
11027665
1553.63
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
-
-
-
By Manual Means
2457
8452399
3440.13
Bases & Surface courses (Bituminous)
-
-
-
Prime Coat - Low- porosity
-
-
-
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 0.7- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
32760
1374609
41.96
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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
32760
484192
14.78
20mm thick Open-Graded Premix Carpet using Bituminous emulsion (penetration grade/modified bitumen) Binder
-
-
-
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
-
-
-
By Manual Means Bitimen (S-90)
32760
5947250
181.54
Seal Coat Case-II Type B Bitumen (S-90)
-
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
Case II : Type B (By Manual means)Bitumen (S-90)
32760
2349547
71.72
By Manual Means Bitimen (S-90)
-
-
-
Providing and Fixing Maintenance Information Board of PMGSY Project
-
-
-
Providing and fixing of maintenance Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5 mm size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the plates will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enamelled 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.
1
22334
22334.14
Construction of Hume Pipe Culvert 1000mm dia. (Hd. Wall Height 3.35m) 25 Nos.
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
2325
624727
268.7
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
100.5
689777
6863.46
BEDDING FOR PIPE
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-
-
Type B (First class) Bedding. Laying (first class) bedding on well compacted sand,moorum or approved granular material as per clause 1105(ii)
73.75
213574
2895.92
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109. (A) In 1:4 cement mortar
1106.5
5272605
4765.12
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
-
-
-
Providing and laying reinforced cement concrete pipe NP3 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 parapets as per clause 1106. (B) 1000mm dia.
187.5
1751058
9338.98
Plastering with cement mortar (1:4), 15 mm thick on brickwork/ stone work in substructure as per technical specification Clauses 613.4 & 1204
1602.5
355610
221.91
Construction of Protection Works (Retaining Wall : Height 4.50 m) 11 Nos.
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and tracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil (i) Upto 3m depth.
977.46
262643
268.7
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I)P.C.C. grade M10. i) Nominal mix 1:3:6
81.4
558685
6863.46
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III) Random rubble masonry (ii)in 1:4 cement motar
913.11
4393456
4811.53
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
286
85428
298.7
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
643.06
557815
867.44
Pointing with Cement Mortar 1:3 on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204
628.65
44351
70.55
Construction of Protection Works (Breast Wall : Height 2.50 m) 5 Nos.
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and tracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil (i) Upto 3m depth.
133.8
35952
268.7
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I)P.C.C. grade M10. i) Nominal mix 1:3:6
17.25
118394
6863.46
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III) Random rubble masonry (ii)in 1:4 cement motar
138
663991
4811.53
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
45
13441
298.7
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
87.5
75901
867.44
Pointing with Cement Mortar 1:3 on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204
136.3
9615
70.55
Maintenance component for 5(five) years after construction ( not to be quoted yearwise)
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-
-
1st year: (INR) 670987.4
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-
-
2nd year: (INR) 1006481.1
-
-
-
3rd year: (INR) 1341974.8
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-
-
4th year: (INR) 1677468.5
-
-
-
5th year: (INR) 2012962.2
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