Manipur State Rural Roads Development Agency Tender
View complete overview of Manipur MSRRDA Tender
Costs
EMD
₹ 6,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CESQC_62852_6Bid Award Id
ViewTender No
5/16/2018-MSRRDA/Ph-XI/B-I-2RTTender Authority
Manipur State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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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, grade, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. a) Manual Means
570
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Preperation of Foundation for Embankment
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Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3m and leads upto 1000m as per Technical Specification Clause 301.4.
2400
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Compacting original ground supporting subgrade
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Loosening of the ground upto a level of 300mm below the subgrade level, watered, grade and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as peer Technical Specification Clause 303.5.2
960
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Construction of Embankment with Material Obtained from Borrow Pits
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m
1457
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Construction of sub grade and earth shoulders with approved matrerial obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted yo meet requirement of table 300.2 with lead upto 1000 m as per Technical Specificatiomn Clause 303.1.
264
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KILOMETER STONE
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Reinforced cement concrete M15 grade kilometer 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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Ordinary Kilometer Stone (Recast)
4
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200 m stone (precast)
16
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Construction of Pavement
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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 frames 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
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Providing and fixing Maintenance Information Board of PMGSY Project with Logo as per MORD specification and drawing. Two MS plates of 1.6 mm thick, top and bottom plates duly welded with MS flat iron 25mm x 5mm 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 plate will be welded to 2 nos. 75 mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M - 15 grade blocks of 600 mm x 600 mm x 750 mm , 750mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, broder etc. will be pained 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
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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 5 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 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
1
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Retro- reflectorised Traffic Signs
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Providing and fixing of retro-reflectorised infromatory sign on aluminium plate of size 600mm x600mm 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 irin post 75 mmx75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx 450mm x600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801
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600 mm dia. Circle
2
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600 mm equilateral tringle
2
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Direction and Place Identification signs upto 0.9 sqm size board
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Retro-reflectorised Traffic Signs
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1
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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 75mmx75mm of 12 SWG steel plate tube posts & duly embedded to CC 450mm x 450mm x 600mm below GL. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior.
1
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GRANULAR SUB- BASE, BASES (NON-BITUMINOUS)& SHOULDERS
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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.ii) For Granular II Material-less 28.5 m for CD
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ii) For Granular II Material
507
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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
180
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BASES AND SURFACE COURSES (BITUMINOUS)
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Prime Coat : Low 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
2400
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-
Tack Coat
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate 0.20 to0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2400
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-
20mm thick Open-Graded Premix Carpet using Bituminous (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 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.
-
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Case – I By Manual Means : (i) Bitumen (S-90)
2400
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SEAL COAT
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Providing and laying seal coat sealing the voids in 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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Case- II. :By Manual Means : Type B (i) Bitumen (S-90)
2400
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Construction of Line Drain Work-50m
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Excavation for Structures
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 I) Ordinary Soil
69
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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) P.C.C. Grade M10 ii) Nominal mix 1:3:6
11.25
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Stone Masonary in Cement mortar for substructure complete as per drawing & technical spesification clauses 702, 704, 1202 and 1204 III) Random Rubble Masonary in cm 1:4
18
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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) P.C.C. Grade M15 ii) Nominal mix 1:2.5:5
7.41
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Plastering with Cement Mortar 1:4, 15mm thick on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204
105
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Construction of 1.50m span slab culvert (Height - 3.13m) 1 nos
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Excavation for Structures
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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 bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth
79.42
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Fillling in foundation trenches as per drawing and technical specification Clauses 305.3.9 II. Earth filling (For marshy soil)
26.47
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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 P.C.C grade M 10 i) Nominal mix 1:3:6
6.35
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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. I) P.C.C grade M 15 ii) Nominal mix (1:2.5:5)
46.06
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II) R.C.C M 25
5.72
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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
0.34
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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
30
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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
20.73
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
13.27
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Construction of Protection Works (Retaining Wall : Height 4.00 m) 2nos
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Excavation for Structures
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 I) Ordinary Soil
49.2
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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) nominl mix. 1:3:6
8.94
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Stone masonary in cement mortar for substructure complete as per drawing & technical specification Clause 702, 704, 1202 and 1204 ii) Coarse stone masonary II sort iii) cm1:4
80
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Providing weepholes in brick asonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dai. AC pipe extending through the width of the structures with slope of 1(v): 20(H) towards drawing face complete as per drawing and tecnical specification Clauses 614, 709, 1204.3.7 ii) Coursed rubble masonry (1st. sort )
32
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm 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 tecnical specification Claise 1204.3.8
24
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Pointing with cement mortar (1:3) on brickwork/ stone masonary work in substructure as per technical specification Clause 613.3 &1204
85.44
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Maintenance component for 5(five) years after construction ( not to be quoted yearwise)
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1st year: (INR) 47878.89
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2nd year: (INR) 71818.33
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3rd year: (INR) 95757.77
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4th year: (INR) 119697.22
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5th year: (INR) 143636.66
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Name of Work: Construction of Road fromT03 to Chirai MN0598
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Setting out
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Construction of Job pillar as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
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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, grade, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. a) Manual Means
4300
-
-
Preperation of Foundation for Embankment
-
-
-
Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3m and leads upto 1000m as per Technical Specification Clause 301.4.
13500
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-
Compacting original ground supporting subgrade
-
-
-
Loosening of the ground upto a level of 300mm below the subgrade level, watered, grade and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as peer Technical Specification Clause 303.5.2
5400
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-
Construction of Embankment with Material Obtained from Borrow Pits
-
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-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m
6683
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-
Construction of sub grade and earth shoulders with approved matrerial obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted yo meet requirement of table 300.2 with lead upto 1000 m as per Technical Specificatiomn Clause 303.1.
1485
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-
KILOMETER STONE
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-
Reinforced cement concrete M15 grade kilometer 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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-
Ordinary Kilometer Stone (Recast)
5
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-
200 m stone (precast)
18
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Construction of Pavement
-
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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 frames 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
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-
Providing and fixing Maintenance Information Board of PMGSY Project with Logo as per MORD specification and drawing. Two MS plates of 1.6 mm thick, top and bottom plates duly welded with MS flat iron 25mm x 5mm 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 plate will be welded to 2 nos. 75 mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M - 15 grade blocks of 600 mm x 600 mm x 750 mm , 750mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, broder etc. will be pained 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
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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 5 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 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
1
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-
Retro- reflectorised Traffic Signs
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Providing and fixing of retro-reflectorised infromatory sign on aluminium plate of size 600mm x600mm 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 irin post 75 mmx75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx 450mm x600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801
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600 mm equilateral tringle
8
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600 mm dia. Circle
8
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Direction and Place Identification signs upto 0.9 sqm size board
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Retro-reflectorised Traffic Signs
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1
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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 75mmx75mm of 12 SWG steel plate tube posts & duly 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
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GRANULAR SUB- BASE, BASES (NON-BITUMINOUS)& SHOULDERS
-
-
-
Granular sub-base with Well Graded Material (Table 400.1)
-
-
-
A) By Mix in place method
-
-
-
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.ii) For Granular II Material-less 28.5 m for CD
-
-
-
ii) For Granular II Material
2925
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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
1012.5
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BASES AND SURFACE COURSES (BITUMINOUS)
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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
13500
-
-
Tack Coat
-
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate 0.20 to0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
13500
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (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.
-
-
-
Case – I By Manual Means : (i) Bitumen (S-90)
13500
-
-
SEAL COAT
-
-
-
Providing and laying seal coat sealing the voids in 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. :By Manual Means : Type B (i) Bitumen (S-90)
13500
-
-
Construction of Line Drain Work-200m
-
-
-
Excavation for Structures
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 I) Ordinary Soil
276
-
-
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 ii) Nominal mix 1:3:6
45
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-
Stone Masonary in Cement mortar for substructure complete as per drawing & technical spesification clauses 702, 704, 1202 and 1204 III) Random Rubble Masonary in cm 1:4
72
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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) P.C.C. Grade M15 ii) Nominal mix 1:2.5:5
29.63
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-
Plastering with Cement Mortar 1:4, 15mm thick on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204
420
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-
Construction of 3.0 m span slab culvert (Height - 4.21m) 2nos
-
-
-
Excavation for Structures
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth
232.06
-
-
Fillling in foundation trenches as per drawing and technical specification Clauses 305.3.9 II. Earth filling (For marshy soil)
77.36
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 i) Nominal mix 1:3:6
19.82
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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. I) P.C.C grade M 15 ii) Nominal mix (1:2.5:5)
192.58
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II) R.C.C M 25
19.96
-
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.29
-
-
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
76
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-
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
62.2
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-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
35.34
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-
Construction of 1.50m span slab culvert (Height - 3.13m) 5 nos
-
-
-
Excavation for Structures
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth
397.1
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-
Fillling in foundation trenches as per drawing and technical specification Clauses 305.3.9 II. Earth filling (For marshy soil)
132.35
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 i) Nominal mix 1:3:6
31.75
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. I) P.C.C grade M 15 ii) Nominal mix (1:2.5:5)
230.3
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-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II) R.C.C M 25
28.6
-
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.71
-
-
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
-
-
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
103.65
-
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
66.35
-
-
Construction of Protection Works (Retaining Wall : Height 4.00 m) 8 nos
-
-
-
Excavation for Structures
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 I) Ordinary Soil
196.8
-
-
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) nominl mix. 1:3:6
35.76
-
-
Stone masonary in cement mortar for substructure complete as per drawing & technical specification Clause 702, 704, 1202 and 1204 ii) Coarse stone masonary II sort iii) cm1:4
279.84
-
-
Providing weepholes in brick asonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dai. AC pipe extending through the width of the structures with slope of 1(v): 20(H) towards drawing face complete as per drawing and tecnical specification Clauses 614, 709, 1204.3.7 ii) Coursed rubble masonry (1st. sort )
128
-
-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm 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 tecnical specification Claise 1204.3.8
96
-
-
Pointing with cement mortar (1:3) on brickwork/ stone masonary work in substructure as per technical specification Clause 613.3 &1204
341.76
-
-
Maintenance component for 5(five) years after construction ( not to be quoted yearwise)
-
-
-
1st year: (INR) 264833.38
-
-
-
2nd year: (INR) 397250.08
-
-
-
3rd year: (INR) 529666.77
-
-
-
4th year: (INR) 662083.46
-
-
-
5th year: (INR) 794500.15
-
-
-
Name of Work: T03 to Thongam,MN0595
-
-
-
Setting out
-
-
-
Construction of Job pillar as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
-
-
SURFACE DRAINS IN SOIL
-
-
-
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grade, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. a) Manual Means
750
-
-
Preperation of Foundation for Embankment
-
-
-
Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3m and leads upto 1000m as per Technical Specification Clause 301.4.
2880
-
-
Compacting original ground supporting subgrade
-
-
-
Loosening of the ground upto a level of 300mm below the subgrade level, watered, grade and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as peer Technical Specification Clause 303.5.2
1440
-
-
Construction of Embankment with Material Obtained from Borrow Pits
-
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m
3062.5
-
-
Construction of sub grade and earth shoulders with approved matrerial obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted yo meet requirement of table 300.2 with lead upto 1000 m as per Technical Specificatiomn Clause 303.1.
316.8
-
-
KILOMETER STONE
-
-
-
Reinforced cement concrete M15 grade kilometer 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.
-
-
-
200 m stone (precast)
4
-
-
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 and Technical Specification Clause 1608.2
3
-
-
Construction of Pavement
-
-
-
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 frames 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
-
-
Providing and fixing Maintenance Information Board of PMGSY Project with Logo as per MORD specification and drawing. Two MS plates of 1.6 mm thick, top and bottom plates duly welded with MS flat iron 25mm x 5mm 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 plate will be welded to 2 nos. 75 mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M - 15 grade blocks of 600 mm x 600 mm x 750 mm , 750mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, broder etc. will be pained 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
-
-
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 5 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 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
1
-
-
Retro- reflectorised Traffic Signs
-
-
-
Providing and fixing of retro-reflectorised infromatory sign on aluminium plate of size 600mm x600mm 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 irin post 75 mmx75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx 450mm x600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801
-
-
-
600 mm equilateral tringle
4
-
-
600 mm dia. Circle
4
-
-
Direction and Place Identification signs upto 0.9 sqm size board
-
-
-
Retro-reflectorised Traffic Signs
-
-
-
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1
-
-
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 1.6mm thick with MS flat 25mm x 5mm size on back on centre. The topmost diamond plate & mid. plate will be welded to 75mmx75mm of 12 SWG steel plate tube posts & duly embedded to CC 450mm x 450mm x 600mm below GL. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior.
1
-
-
GRANULAR SUB- BASE, BASES (NON-BITUMINOUS)& SHOULDERS
-
-
-
Granular sub-base with Well Graded Material (Table 400.1)
-
-
-
A) By Mix in place method
-
-
-
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.ii) For Granular II Material-less 28.5 m for CD
-
-
-
ii) For Granular II Material
624
-
-
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 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
216
-
-
BASES AND 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
2880
-
-
Tack Coat
-
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate 0.20 to0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2880
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (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.
-
-
-
Case – I By Manual Means : (i) Bitumen (S-90)
2880
-
-
SEAL COAT
-
-
-
Providing and laying seal coat sealing the voids in 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. :By Manual Means : Type B (i) Bitumen (S-90)
2880
-
-
Construction of 1.50m span slab culvert (Height - 3.13m) 1 nos
-
-
-
Excavation for Structures
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth
79.42
-
-
Fillling in foundation trenches as per drawing and technical specification Clauses 305.3.9 II. Earth filling (For marshy soil)
26.47
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 i) Nominal mix 1:3:6
6.35
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. I) P.C.C grade M 15 ii) Nominal mix (1:2.5:5)
46.06
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II) R.C.C M 25
5.72
-
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.34
-
-
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
30
-
-
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
20.73
-
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
13.27
-
-
Construction of Protection Works (Retaining Wall : Height 4.00 m) 1 nos
-
-
-
Excavation for Structures
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 I) Ordinary Soil
24.6
-
-
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) nominl mix. 1:3:6
4.47
-
-
Stone masonary in cement mortar for substructure complete as per drawing & technical specification Clause 702, 704, 1202 and 1204 ii) Coarse stone masonary II sort iii) cm1:4
34.98
-
-
Providing weepholes in brick asonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dai. AC pipe extending through the width of the structures with slope of 1(v): 20(H) towards drawing face complete as per drawing and tecnical specification Clauses 614, 709, 1204.3.7 ii) Coursed rubble masonry (1st. sort )
16
-
-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm 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 tecnical specification Claise 1204.3.8
12
-
-
Pointing with cement mortar (1:3) on brickwork/ stone masonary work in substructure as per technical specification Clause 613.3 &1204
42.72
-
-
Maintenance component for 5(five) years after construction ( not to be quoted yearwise)
-
-
-
1st year:(INR) 55780.58
-
-
-
2nd year:(INR) 83670.86
-
-
-
3rd year:(INR) 111561.15
-
-
-
4th year: (INR) 139451.44
-
-
-
5th year: (INR) 167341.73
-
-
-
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