Manipur State Rural Roads Development Agency Tender
View complete overview of Manipur MSRRDA Tender
Costs
EMD
₹ 7,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CESQC_71290_71Bid Award Id
ViewTender No
5/16/2018-MSRRDA/Ph-XI/B-2/RT2Tender Authority
Manipur State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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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.
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a) Manual Means
5190
390080
75.16
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Surface Drains in ordinary rock
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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.
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a) Manual Means
800
90192
112.74
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Excavation in Hilly Areas in Soil
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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
29962.5
3717447
124.07
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Excavation in Hilly Areas in Ordinary Rock
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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.
15789
2971489
188.2
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Construction of Earthen Shoulders
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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.
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a) Manual Means
4446.98
1790040
402.53
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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.
7115.16
276566
38.87
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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
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a)5th Kilometer Stone (Precast)
1
4267
4267.93
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b) Ordinary Kilometer Stone (Precast)
6
15420
2570.12
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c) 200 m stone (precast)
24
16360
681.7
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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
35929
17964.77
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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
43225
21612.92
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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
16
44124
2757.79
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b) 600 mm equilateral triangle
16
41672
2604.5
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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 1.6mm thick with MS flat 25mm x 5mm size on back on centre. The topmost diamond plate & mid. Plate will be welded to 75mm x 75mm 0f 12 SWG steel plate tube posts & dully embedded to CC 450mm x 450mm x 600mm below GL. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior.
2
19630
9815.08
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Providing and fixing of Maintenance Information Board of 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 angle iron frame of 25mm x 25mm x 5mm. The angle iron frames 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 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 expoxy paint as per drawingn Clause 1701 and Annexure 1700.1.
1
21560
21560.9
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Direction and Place Identification signs upto 0.90 Sqm 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 clasue 1701.2.3., fixed over aluminium sheeting 2mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron posts 75 x 75 x 6 mm firmly fixed to the gorund by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and technical specifications Clasuse 1701.
3
11646
3882.01
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Granular Sub-base with Well Graded Material (Table 400.1)
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A) By Mix in Place Method
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
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ii) For Grading II Material Road
3854.05
3599528
933.96
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WBM GRADING 3
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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 stage to proper grade and camber, applying and brooming, stone screening 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
1334.09
3922411
2940.14
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Prime Coat - Medium porosity
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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 502
17787.9
712939
40.08
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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
17787.9
254544
14.31
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20mm thick Open-Graded Premix Carpet using Bituminous 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 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 508.2
17787.9
3250205
182.72
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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 A, Type B and Type C as per Technical Specification Clause 510
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By Manual means: Case II : Type B - Bitumen (S-90)
17787.9
1081860
60.82
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Construction of 2.00m span slab culvert (Height - 3.16 m), 5 Nos
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and backfilling in trenches with excavated suitable material.I.Ordinary soil (i) Upto 3m depth
527.4
158552
300.63
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) PCC Grade M10, ii) Nominal mix 1:3:6
45.35
278384
6138.57
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Caluses 802, 804, 805, 805, 806, 807, 1202 and 1204 II) PCC grade M15 i) Nominal mix (1:2.5:5)
345.6
2218078
6418.05
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 III) R.C.C grade M 20
16.05
121033
7541.04
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Providing & laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 25
18.7
183207
9797.17
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.25
156725
69598.68
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Providing & 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 & technical specification Clause 1204.3.8
104.55
101465
970.5
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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
150
43113
287.42
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Construction of 1.50 m span slab culvert, 3 Nos
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and backfilling in trenches with excavated suitable material.I.Ordinary soil (i) Upto 3m depth
238.26
71628
300.63
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) PCC Grade M10, ii) Nominal mix 1:3:6
19.05
116939
6138.57
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Caluses 802, 804, 805, 805, 806, 807, 1202 and 1204 II) PCC Grade M15 i) Nominal mix (1:2.5:5)
138.18
886846
6418.05
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Providing & laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20
9.21
74735
8114.56
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Providing & laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 25
7.95
68926
8670.06
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.03
71431
69598.68
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Providing & 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 & technical specification Clause 1204.3.8
62.19
60355
970.5
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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
90
25867
287.42
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Construction of 1000 mm pipe culvert (Height - 2.85m), 9Nos
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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.
641.34
192806
300.63
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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
35.01
214911
6138.57
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Bedding for Pipe
Type A (concrete cradle) Bedding. Laying concrete cradle bedding with M15 grade cement concrete as per clause 1105(i)
57.18
332574
5816.27
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Stone masonry work in cement mortar in foundation of complete as per drawing and technical specification clause 702,704,1202&1203 III) in 1:4 cement mortar
348.51
1593962
4573.65
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Construction of RCC guide posts of 250mm dia, M15 grade as per drawing and technical specification clause 1401.6
36
45507
1264.11
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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. A) 1000mm dia.
7.5
64138
8551.85
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Pointing with cement mortar (1:3), on brickwork/ stone work in substructure as per technical specification Clause 613.3.
225.38
16423
72.87
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Construction of Protection Works (Retaining Wall : Height 4.00 m),10 Nos
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and backfilling in trenches with excavated suitable material.I.Ordinary soil (i) Upto 3m depth
670.4
201542
300.63
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) PCC Grade M10, ii) nominal mix 1:3:6
60.9
373838
6138.57
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Stone Masonary in Cement mortar for substructure complete as per drawing & technical spesification clauses 702, 704, 1202 and 1204 II) Course Stone Masonary II Sort iii) cm 1:5
623.8
2847715
4565.11
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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
170
48861
287.42
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Providing & 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 & technical specification Clause 1204.3.8
460
446430
970.5
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Pointing with cement mortar (1:3), on brickwork/ stone work in substructure as per technical specification Clause 613.3.
528.6
38519
72.87
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Construction of Protection Works (Breast Wall : Height 2.50 m),5Nos.
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and backfilling in trenches with excavated suitable material.I.Ordinary soil (i) Upto 3m depth
235.84
70900
300.63
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) PCC Grade M10, ii) nominal mix 1:3:6
31.44
192996
6138.57
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Stone Masonary in Cement mortar for substructure complete as per drawing & technical spesification clauses 702, 704, 1202 and 1204 II),Random Rubble Masonary iii) cm 1:4
232
1059105
4565.11
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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
72
20694
287.42
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Providing & 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 & technical specification Clause 1204.3.8
140
135870
970.5
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Pointing with Cement Mortar 1:3,on brickwork/stone work in substructure as per technical specification Clauses 613.3
218.08
15891
72.87
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Maintenance component for 5(five) years after construction (not to be quoted yearwise)
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1st year: 349038.3
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2nd year: 523557.45
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3rd year: 698076.6
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4th year: 872595.75
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5th year: 1047114.9
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