Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date11 Oct 2018
Closing Date30 Oct 2018
Tender Amount₹ 1,92,48,072
Costs
EMD
₹ 3,85,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_SQCEO_69899_1Bid Award Id
ViewTender No
14/EO/TRRDA/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
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(A) By manual means
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(i) In area of non thorny Jungle
1.7
46241
27200.7
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Setting Out (As per drawing enclosed) with Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc.
2.13
76903
36104.7
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Bill No. II : Earth work Erosion control, subgrade and shoulder top surface waterproofing & Drainage
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Compacting Original ground
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(i)Compacting original ground supporting embankment
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Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1
8873
161488
18.2
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(ii) Compacting original ground supporting sub grade
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-
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Loosening of the ground upto a level of 300mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as per technical specification clause 303.5.2
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For all classes of soil
11622
263819
22.7
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Construction of Embankment with approved materials deposited at site from Roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
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-
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(A) For spreading beyond 100m.
26407
1528965
57.9
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(B) For spreading within 100m.
11317
525108
46.4
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Excavation in cutting in soil by manual means with lead upto 50.0m.
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Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
4085.61
274144
67.1
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Excavation in Soil with Dozer with lead upto 100 m.
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Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
14906
660335
44.3
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Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
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-
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per technical specification clause 302.3
73829
1912171
25.9
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Construction of sub grade and earthen shoulder
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Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits/cuts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead 1000 m as per Technical specification Clause 303.1
6160
949256
154.1
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Waterproofing of top of Compacted top of subgrade
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-
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Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
15975
213426
13.36
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Waterproofing of top of Compacted top of shoulders
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-
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Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
4686
62604
13.36
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Protection Works
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-
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Surface Drains
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Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, 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
I) Surface Drains in Ordinary Soil
(A) Manual Means
1760
63008
35.8
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Road side Pucca Drains
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-
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Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved drawing and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site
B. Trapezoidal drain (top clear width 600 mm. Bottom clear width 300 mm and clear depth of 400
i)In Ordinary Soil
1390
2456463
1767.24
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Toe Wall
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(i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
21.12
3022
143.1
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(ii) Brick masonry work in cement mortar (in substructure) complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204.
18.4
87013
4729.01
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(iii) Plastering with cement mortar (1:4) 15mm thick on brickwork (in substructure) as per Technical specification clauses 613.4 & 1204.
24
2899
120.81
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(v) Providing concrete for plain concrete M-15 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
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-
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(i) In foundation below GL
4.32
23604
5464
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(ii) In Copings
1.28
6993
5464
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BILL NO. III : Water Resistant Cement Stabilized Base
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Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with / without 30% crushed aggregate / muruum / GSB Grade 1/Jhama bricks aggregates as per mix design. Application: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator upto depth of 200 mm. Mix jhama bricks aggregates as per mix design. (2) Apply 1 kg /cum organosilane Nanotechnology mixed in OMC water (1000 ppm TDS) on loose soil. Scarify the treated and allow it to dry. (2) Spread Cement 3% by weight of soil on the silane treated and dry soil. (3) Apply 1 kg/cum of nano acrylic Co-Polymer mixed in OMC water (1000 ppm TDS), on the above treated soil mixed with cement. Scarify and grade the soil. (4) Spread 13.2 and down size jhama bricks aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer.
(5).Compact the stabilized soil-aggregate base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density.
(6) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.).
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
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By Mechanical Means
1405.8
3858204
2744.49
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BILL NO. IV : Surface courses (Bituminous)
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Prime coat with organosilane nanotechnology
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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 nanotechnology : 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.
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(i) Low Porosity
7089
139086
19.62
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20mm. Thick open - graded premix carpet using Bituminous (penetration grade / modified bitumen ) Binder with organosilane nanotechnology
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates using S-65 penetration grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of bitumen S-65 grade @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type D as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.
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By Mechanical Means with Bitumen (S-65)
7089
1443249
203.59
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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 D as per Technical Specification Clause 510 of MORD with S-65grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of S-65 bitumen binder laid as per direction of Engineer-in-Charge.
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i) By Manual Means with Bitumen (S-65) Type D
7089
358065
50.51
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BILL NO. V : Road Logo other Road furniture
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Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
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600mm equilateral triangle aluminum sheeting
88
201423
2288.9
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600mm Dia circular aluminum sheeting
4
9660
2415.1
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800 x 600 mm rectangular aluminum sheeting
8
20887
2610.9
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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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-
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(II) Ordinary Kilometer Stone (precast)
3
6213
2071.13
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(III) 200 m stone (Precast)
8
4394
549.34
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Construction of RCC guide posts of 250mm dia and total 600mm long, (300mm below G.L) M15 grade ( with jhama brick aggregate) case in situ with 20mm 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 1401.6.
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-
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(a) In ordinary soil
20
6480
324.01
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Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
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-
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Plain cement concrete M15 grade (Using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC : 25 fixed in position including finishing and lattering but excluding painting as per drawing and technical specification clause 1704.
19
8436
444
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Providing and Fixing 'Logo' of PMGSY Project
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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 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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
19081
9540.86
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Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
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-
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
24056
12028
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Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
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-
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Providing and fixing of typical Maintenance board as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
24056
12028
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Cross Drainage Structure
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-
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BILL NO. VI : CD Works
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-
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Box cell Culvert
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-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
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(A) Ordinary Soil
(I) Upto 3 m depth
310.76
45184
145.4
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Construction of Wing Walls, Return Wall etc.
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-
-
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Providing M-15 concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
25.23
137856
5464
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Brick masonry work in 1:4 cement mortar in wing wall, Return wall etc. complete excepting pointing & plastering as per drawing & technical specification clause 602,603,604,1202 and 1204.
217.53
1028701
4729.01
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Plastering with cement mortar (1:4) 15 mm thick on brickwork in wing wall, Return wall etc. in substructure as per technical specification clause 613.4 & 1204
301.17
36384
120.81
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Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204.
-
-
-
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(i) PCC grade M-15 below base slab
36.9
201621
5464
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(i) RCC grade M-15 in Pillars for inscribing Structure Number
1.92
10490
5464
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(i) RCC grade M-25
38.82
320140
8246.78
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Supplying, fitting & placing HYSD bar
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-
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Supporting fitting and placing HYSD bar reinforcement (Fe500) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
-
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-
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(I) In RCC Box
4.66
306125
65692.18
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(II) In Pillar for inscribing Structure Number
0.12
7883
65692.18
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Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specification clause 800,1205.4 & 1205.5
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-
-
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(I) In RCC grade M25
18.93
184823
9763.51
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Supplying, fitting & placing HYSD bar
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-
-
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Supporting fitting and placing HYSD bar reinforcement in superstructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
2.27
150762
66415.38
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Drainage spout
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-
-
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Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
20
28898
1444.9
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Providing and laying of cement concrete block pitching
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-
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Providing and laying of cement concrete blocks of size as per Table 1300 1 cast - in - situ and made with nominal mix of M-15 grade cement concrete (Using jhama Brick aggregate) as per drawing and technical specification clauses 1301 ((rate includes preparation of floor)
19.56
106875
5464
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Painting two coats on new concrete surface
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-
-
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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 surface as per drawing and Technical Specification on Pillars for inscribing Structure Number
23.04
1642
71.3
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Printing new letters and figures of any shade
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-
-
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 in English or Roman
Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1.6 m
2400
960
0.4
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Maintenance
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-
-
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Total for 1st year maintenance (including 5% inflation)
2.13
103745
48707
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Total for 2nd year maintenance (including 10% inflation)
2.13
133101
62489
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Total for 3rd year maintenance (including 15% inflation)
2.13
257357
120825
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Total for 4th year maintenance (including 20% inflation)
2.13
331704
155730
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Total for 5th year maintenance (including 25% inflation)
2.13
413047
193919
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