Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date13 Feb 2019
Closing Date5 Mar 2019
Tender Amount₹ 4,16,10,869
Costs
EMD
₹ 8,32,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Construction of Road From Jk Road
Description
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Contact
Tender Id
2019_SQCEO_74814_1Bid Award Id
ViewTender No
26/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 1000 m 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
3.1
84322
27200.7
... More
Cutting of Trees, including Cutting of Trunks , Branches and Removal of Stumps
-
-
-
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Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
-
-
-
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Lead upto 1000 m
-
-
-
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(i) Girth above 300 mm to 600 mm
6
868
144.7
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(ii) Girth above 600 mm to 900 mm
15
4096
273.1
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(iii) Girth above 900 mm to 1800 mm
12
6086
507.2
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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.
3.85
129290
33599.3
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Dismantling of Structures
-
-
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202
-
-
-
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(I) By manual means
-
-
-
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A) Cement concrete
8.4
2180
259.6
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C) Wooden/SPT Bridge/Steel Bridge
17.9
44750
2500
... More
Removing all types of Hume pipes
-
-
-
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Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 .
-
-
-
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A) Above 600 mm to 900 mm dia Hume pipe
23
2888
125.6
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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
8464
154044
18.2
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(ii) Compacting original ground supporting sub grade
-
-
-
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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
20841
473090
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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(A) For spreading beyond 100m.
13888
804115
57.9
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(B) For spreading within 100m.
5952
276172
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
20112
1349515
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
40224
1781923
44.3
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Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
-
-
-
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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
140783
3646279
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
10400
1602640
154.1
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Protection Works
-
-
-
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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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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 design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
I) Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(A) In Ordinary Soil
3350
6354280
1896.8
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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.
190
27189
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.
205
934802
4560.01
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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.
555
66389
119.62
... More
(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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(i) In foundation below GL
32
167421
5231.91
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(ii) In Copings
10
52319
5231.91
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BILL NO. III : Sub-base & Base Course
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-
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Granular Sub-base
-
-
-
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(A) By Mix in Place Method
-
-
-
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Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
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(ii) For Grading - I Material ( Jhama brick aggregate )
1075.8
3384477
3146.01
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WBM Grading - 2- 75mm compacted thickness
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-
-
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Providing, laying spreading and compacting 63m.m to 12.5m.m jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting fill up the interstices as per technical specification clause 405.
877.94
3524012
4013.97
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WBM Grading - 3- 75mm compacted thickness
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-
-
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Providing, laying spreading and compacting 53m.m to 12.5m.m jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting fill up the interstices as per technical specification clause 405.
834.94
3343333
4004.28
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BILL NO. IV : Surface courses (Bituminous)
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-
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Prime coat.
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-
-
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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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
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-
-
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(i) Low Porosity
11129.5
391758
35.2
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Tack coat
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-
-
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Providing and applying tack coat with Bitumen Emulsion (RS - 1) using emulsion distributor at the rate of 0.25 to 0.30 kg. Per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification Clause 503.
14317
179821
12.56
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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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared bases 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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By Mechanical Means with Bitumen (S-65)
14317
2723809
190.25
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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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i) By Manual Means with Bitumen (S-65) Type D
14317
641687
44.82
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BILL NO. V : Road Logo other Road furniture
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-
-
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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
116
253390
2184.4
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600mm Dia circular aluminum sheeting
8
18484
2310.6
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800 x 600 mm rectangular aluminum sheeting
6
15037
2506.3
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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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(II) Ordinary Kilometer Stone (precast)
4
7759
1939.9
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(III) 200 m stone (Precast)
16
8409
525.6
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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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(a) In ordinary soil
480
160320
334
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Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
-
-
-
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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.
33
14652
444
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Providing and Fixing 'Logo' of PMGSY Project
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-
-
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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
19035
9517.9
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Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
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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
23817
11908.7
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Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
-
-
-
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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
23817
11908.7
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Cross Drainage Structure
-
-
-
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BILL NO. VI : CD Works
-
-
-
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RCC PIPE Culvert
-
-
-
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and toerh delterious matter, dressing of sides and bottom and backfilling with approved material.
-
-
-
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(i) Ordinary Soil (for RCC Pipe Culvert)
551.77
78958
143.1
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(ii) Ordinary Soil (for Pillars for incribing structure)
1.8
257
143.1
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
(II) PCC M-15 (Using Jhama Brick aggregate) (i) Nominal mix (1:2.5:5)
-
-
-
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(i) Below Head Wall
15.16
76550
5049.51
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(ii) Below Cement Concrete NP3 Pipe
72.93
368260
5049.51
... More
Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in single Row
-
-
-
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Providing and Laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets Clause 1106.
(i) 1000 mm dia
46.25
442811
9574.3
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(ii)1200 mm dia
82.5
964986
11696.8
... More
Brick Masonry Work in cement mortar in foundation of Head walls complete excluding pointing and plastering as per drawing and technical specification Clause 1109
(i) Brick Masonry in 1:4 cement mortar
155.14
707439
4560.01
... More
Plastering Head walls with cement mortar (1:4) 15mm thick on brickwork in substructure as per technical specification clauses 613.4
210.43
25161
119.57
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
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(ii) R.C.C. grade M15 in Pillars for inscribing Structure Number
1.6
9698
6061.61
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Supplying, fitting & placing HYSD bar
-
-
-
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
-
-
-
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(II) In Pillar for inscribing Structure Number
0.1
6566
65664.19
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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)
11.7
72280
6177.81
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Painting two coats on new concrete surface
-
-
-
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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
16
1123
70.2
... More
Printing new letters and figures of any shade
-
-
-
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Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawing and technical specification Cl: 1701, in English or Roman
1000
400
0.4
... More
Box cell Culvert
-
-
-
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Earth work 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 50m. Dressing of sides and bottom and backfilling with approved material.
-
-
-
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(A) Ordinary soil upto 3m depth
397.77
56920
143.1
... More
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
-
-
-
... More
(I) PCC Grade M15 below base slab
32.2
205970
6396.61
... More
(II) RCC Grade M15 in pillars for inscribing Structure
0.32
2046
6396.61
... More
(III) RCC Grade M25
71.28
543318
7622.32
... More
Plain cement concrete in substructure complete as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 1202 7 1204
75.93
451989
5952.71
... More
Supplying, fitting & placing HYSD bar
-
-
-
... More
Supplying fitting and placing HYSD bar reinforcement (Fe500) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
-
-
-
... More
(i) In the RCC Box
10.69
701950
65664.19
... More
(ii) In RCC Pillars for inscribing Structure Number
0.02
1313
65664.19
... More
Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specifications clauses 800, 1205.4 & 1205.5
-
-
-
... More
(ii) RCC grade M25
49.51
452517
9139.92
... More
Supplying fitting & placing of HYSD bar
-
-
-
... More
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
7.43
493258
66387.39
... More
Providing and laying of cement concrete block pitching
-
-
-
... More
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)
20.68
127757
6177.81
... More
Painting two coats on new concrete surface
-
-
-
... More
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 on Pillars for inscribing Structure Number
3.84
269
70.2
... More
Printing new letters and figures of any shade
-
-
-
... More
Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawing and technical specification Cl: 1701, in English or Roman
400
160
0.4
... More
Miscllenious
-
-
-
... More
Repairing pot-holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with with jama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses
1900, 502, 503 and 504.
50
420355
8407.1
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 5% inflation)
3.85
201712
52420.2
... More
Total for 2nd year maintenance (including 10% inflation)
3.85
253460
65868
... More
Total for 3rd year maintenance (including 15% inflation)
3.85
593662
154278.25
... More
Total for 4th year maintenance (including 20% inflation)
3.85
727004
188930.4
... More
Total for 5th year maintenance (including 25% inflation)
3.85
861408
223858.75
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