Manipur State Rural Roads Development Agency Tender
View complete overview of Manipur MSRRDA Tender
Costs
EMD
₹ 13,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CESQC_66217_109Bid Award Id
ViewTender No
5/16/2018-MSRRDA/Ph-XI/B-IITender Authority
Manipur State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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
9472.5
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
9472.5
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Construction of Subgrade and Earthen Shoulders
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.
6890
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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.
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5th Kilometer Stone (Precast)
2
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Ordinary Kilometer Stone (precast)
10
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200 m stone (precast)
43
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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
1
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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
1
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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 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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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
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600 mm dia circle
2
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600 mm equilateral triangle
2
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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.
4
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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
7260.69
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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. (A) By Manual Means
2972.81
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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.
39750
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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.
39750
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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 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.Case-I By Manual Means (i) Bitumen(S-90)
39750
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Seal Coat
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 (i) Bitumen(S-90)
39750
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CONSTRUCTION OF PUCCA LINED DRAINAGE WORKS(1000m)
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Excavation for Structures
Earth work 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i) Upto 3m depth
735
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Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 i)PCC Grade M 10, I) Nominal Mix. 1:3:6
210
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Stone Masonary work in Cement mortar in foundation complete as per drawing & technical spesification clauses 702, 704, 1202 and 1203 III)Random Rubble Masonry ii) In cement mortar 1:4
240
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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 II) P.C.C. Grade M15 ii) Nominal mix (1:2.5:5)
33.75
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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
1800
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Construction of 1.50 m span RCC Slab Culvert 3.13m ht (9nos.)
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Excavation for Structures
Earth work 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i) Upto 3m depth
725.76
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Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 I)PCC Grade M 10, i) Nominal Mix. 1:3:6.
51.84
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 I) PCC Grade M 15, i) Nominal mix 1:2.5:5.
470.52
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002,1010 and 1202.
4.85
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Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800, 1205.4, and 1205.5 ii) R. C. C. grade M 25
48.06
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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
129.6
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Providing weepholes in brick masonry/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
90
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Construction of 2 m span RCC Slab Culvert 3.13m ht (2nos.)
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Excavation for Structures
Earth work 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i) Upto 3m depth
307.9
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Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 I)PCC Grade M 10, i) Nominal Mix. 1:3:6.
21.7
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 I) PCC Grade M 15, i) Nominal mix 1:2.5:5.
204.51
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002,1010 and 1202.
1.36
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Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800, 1205.4, and 1205.5 ii) R. C. C. grade M 25
12.8
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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
46.8
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Providing weepholes in brick masonry/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
64
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Construction of 15 m span RCC Slab Culvert 3.13m ht (1no.)
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Excavation for Structures
Earth work 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i) Upto 3m depth
1311.12
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ii) 3m to 6m depth.
615.27
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iii) Above 6m depth.
50.7
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material
197.71
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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 II) PCC grade M 15 i) nominal mix 1:2.5:5
30.65
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Boring, providing and intallation bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M-35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but i/c the cost of boring with casing and /or bentonite solution and the length of pile to be embedded in the pile cap etc. all completed (length of the pile for payment shall be measured upto bottom of pile cap) a). 600 mm dia. piles.
405
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Cement concrete for reinforced in pile cap i/c form work complete as per drawing and technical specifications. (a) M-30 grade
70.31
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. iv) R. C. C. grade M 25
208.04
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Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800, 1205.4, and 1205.5 ii) R. C. C. grade M 25
72.96
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Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
15.62
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002,1010 and 1202.
7.29
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
7.49
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Drainage Spouts complete as per drawing and technical specification Clause 1209
12
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
76.8
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Providing weepholes in brick masonry/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
28
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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
38.88
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surfaces as per drawing and technical Specification Clause 1701
31.93
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Providing single gap (unitary) strip seal type of expansion joint of total movement capacity of 80 mm with fatigue tested structural section at the nosing and anchorage assembly complete as per approved drawing and standard manufactur's specification, to be installed under supervision of a specialist manufacturer.
18
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Construction of Retaining Wall (2m Ht)(10nos.)
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Excavation for Structures
Earth work 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i) Upto 3m depth
526.2
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Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 I)PCC Grade M 10, i) Nominal Mix. 1:3:6.
45.1
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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 mortar
343.8
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Providing weepholes in brick masonry/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
90
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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
176
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical sepecification clauses 613.3 and 1204
475.4
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Construction of Retaining Wall (3 m Ht)(10nos.)
-
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Excavation for Structures
Earth work 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i) Upto 3m depth
1028.2
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Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 I)PCC Grade M 10, i) Nominal Mix. 1:3:6.
57.1
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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 mortar
584.8
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Providing weepholes in brick masonry/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
110
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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
336
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical sepecification clauses 613.3 and 1204
377
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Maintenance component for 5(five) years after construction (not to be quoted yearwise)
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1st year (in INR): 621925.01
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2nd year (in INR): 932887.52
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3rd year (in INR): 1243850.03
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4th year (in INR): 1554812.54
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5th year (in INR): 1865775.04
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