Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 14,91,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SQCEO_140029_1Tender No
14/EO/PMGSY-I (Balance Work)/TRRDA/2024-25Tender 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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(A) by Mechanically
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-
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(I)in area of non thorny jungle
3.93
32867
129171
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Setting Out ( As per drawing enclosed ) using PCC with jhama brick aggregate.
-
-
-
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For all classes of soil.
5.62
59789
336019
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Dismantling of Flexible Pavements
-
-
-
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Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per Technical Specification Clause 202
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-
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( I ) By Manual Means
-
-
-
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(B) Granular Courses
263
702
184626
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Compacting orginal ground supporting embankment.
-
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-
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Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and than 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.
8492
18
159650
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Construction of Embankment with material obtained from road way cutting
-
-
-
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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 beyond100m.
14987
66
1001132
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( B ) For spreading within 100m.
6423
48
312800
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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 lifts and lead upto 50.0m as per technical specification clause 302.3.
2500
226
565000
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Excavation in soil with dozer with lead upto 100m.
-
-
-
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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 100m, including trimming bottom and side slope in accordance with requirements of lines, grades and cross sections as per technical specification clause 302.3.
18406
67
1233202
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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 and lead upto 1000m as per technical specification clause 302.3.
55218
36
2004413
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Construction of Subgrade and earthen shoulder
-
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-
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Construction of subgrade and earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead 1000 m as per Technical specification Clause303.1.
2210.91
179
395974
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Surface drains
-
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-
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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 3m and lead of 50m ( average lead 25m ) as per technical specification clause 307.
-
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-
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( I ) Surface Drains in Ordinary soil.
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-
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( A ) Manual means.
3468
21
73522
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Road side Pucca Drain
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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 design and technical specification Clause 307, 1606. Excavated material to be used in embankment at site.
-
-
-
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( B ) Trapezoidal drain ( top clear width 600mm, bottom clear width 300mm and clear depth of 400mm.
500
3064
1532300
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( i ) In ordinary soil.
-
-
-
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Toe wall
-
-
-
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(i)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 back filling in trenches with excavated suitable material.
-
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-
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( I ) Ordinary soil
-
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-
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( i ) Upto 3m depth
1457
482
702420
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Brick masonary in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications clauses 600, 1202 & 1203
-
-
-
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( ii ) Brick Masonary in 1 :4 cement morter
1137
8600
9778769
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(iii). Plastering with cement mortar (1:4)15mm thick on brick work (In substructure ) as per technical specification clauses 613.4 & 1204
1391
218
303655
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(iv) Providing weep holes in brick masonary / stone masonary, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC Pipe or PVC pipe (110 mm OD of 6.0 kg/cm2 pressure ) 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
420
328
138012
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(V). Providing concrete for plain concrete M-15(using jhama brick aggregate) in open foundations complete as per drawings and technical specifications clauses 802,803,1202,and 1203.
-
-
-
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(i). In foundation below GL.
293.56
8218
2412740
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(ii)in coping
69
8218
567104
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Granular Sub-Base.
-
-
-
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Construction of granular sub base by providing well gradated material spreading in uniform layers with motor grader on prepared surface mixing by mix in place methid with rotavator at OMC , watering and competing with smooth wheel/vibratory roller 80-100 KN static weight to achieve the desired compaction, complete as per MORD technicalspecification clause 401
BY Mechanical means
For Grading - II Material ( Jhama brick aggregate )
1848.38
5806
10733358
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Charge for construction of Granular Sub-base
-
-
-
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Charge for Construction of granular sub-base by providing well graded material ( 53 mm to 0.075 mm Jhama Brick Aggregate , Grading-I ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method 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 MoRD Technical Specification Clause 401.( excluding the cost of jhama aggregate which are available at site only).
-
-
-
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By Mix in Place Method
131.5
248
32704
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WBM Grading.-2- 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.
-
-
-
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( A ) By mechanical means
219
7261
1590225
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WBM Grading.-3- 75mm Compacted thickness .
-
-
-
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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.
-
-
-
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( A ) By mechanical means
1272.78
7206
9172289
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Prime coat.
-
-
-
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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 Specifican Clause 502
-
-
-
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( I ) Low Porosity.
16970.42
45
773851
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Tack coat
-
-
-
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Probiding 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.
16970.42
15
261344
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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 5.6mm 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 rollar capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or type D as per Technical Specification Clause 508.
-
-
-
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By Mechanicall Means with Bitumen(S-65)
16970.42
251
4264667
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminious surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Techinical Specification Clause 510
( A ) By Manual Means.
-
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-
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Case - Iv : Type D
-
-
-
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( II ) Bitumen (S-65)
16970.42
51
875674
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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 aluminium sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm 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 approved drawing and technical specification clause 801.
-
-
-
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600mm equilateral triangle aluminium sheating
60
2785
167148
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600mm Dia circular aluminium sheating.
6
2899
17395
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800×600 mm rectangular aluminium sheeting
4
3075
12300
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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 Techinical Specification Clause 1703
-
-
-
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(i)5th Kilometre Stone(precast)
1
5337
5337
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(ii) Ordinary Kilometer Stone (precast)
4
3317
13270
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(iii)200 m stone (Precast)
12
871
10452
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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) cast in situ with 20mm nominal size aggregate, true to line and grade, tolerence of vertical RCC Posts not to exceed 1 in 500 as per drawing and technical specification clause 1401.6.
( A ) In ordinary soil.
80
501
40096
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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 bord 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 m size on back on edges. The lower plate will be welded with MS Angle Iron frame of 25mm x25mm x 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mmx450x600 mm .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 MS 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 require shade and color. 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(Drg at Annexure:-lll)
2
12417
24835
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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
16462
32925
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Providing and fixing 'Maintenance board of PMGSY
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-
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Providing and fixing PMGSY Maintenance board as per MORD specifications and drawing, consisting of 75 mm square or 75 mm steel tube frame welde4d with 25 mm MS flat iron strips, 4 Nos horizontally and 2 nos vertically, two nos. CR/GI plates 1.6 mm thick welded with the MS flats, all MS will be stove, enameled on all sides, painting the boards and lettering as pare drawing with ready mixed synthetic enamel paint of superior quality in required shade and colour , fixed in ground Works und with M.15 grade concrete (with jhama aggregate) 60x60x75 cm (depth) including cost of excavation, concrete, all materials, labour and carriage.
2
16462
32925
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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 back filling in trenches with excavated suitable material.
-
-
-
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( I ) Ordinary soil
-
-
-
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( i ) Upto 3m depth
486.8
482
234686
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Providing M-15 conc. With jhama agg. In open foundation below wing wall, return wall, etc aas per drawing and technical specification clause 802,803,1202 & 1203
22.85
8218
187802
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ii. Brick masonry work in 1:4 cement mortar in wing wall,Return wall e.t.c complete excepting pointing and plastering as per drawing and technical specification clauses 602,603,604,1202 and 1204
182.36
8982
1638103
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iii. Plastering with cement mortar(1:4) 15mm thick on brickwork in wing wall,Return wall e.t.c in substructure as per technical specification clauses 802,804,805,806,807,1202 and 1204
261.65
218
57118
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Plain / reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805,806, 807,900, 1202 & 1204.
-
-
-
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i) P.C.C grade M-15 below base slab (using jhama)
409.3
8693
3558045
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(iii) RCC grade M25
39.18
11175
437856
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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.
9.99
91593
915023
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Providing and laying reinforced cement concrete ( using fine sand ) in superstructure as per drawing and technical specifications clauses 800, 900, 1205.4 & 1205.5.
-
-
-
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( II ) RCC grade M25
-
-
-
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( i ) For height upto 5.0m.
19.95
13009
259534
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Supplying fitting & placing of HYSD bar.
-
-
-
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202.
2.37
93315
221157
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Providing and laying of cement concrete block
-
-
-
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Providing and laying of apron with 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 Clause 1301 ( rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks.)
16.76
8383
140504
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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 surfaces as per drawing and Technical Specification on Pillars for inscribing structure number
38.4
118
4543
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Printing new letters fand figures of any shade
-
-
-
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Printing new letters fand figures of any shade with synthetic enamel paint black or any other approved colour to give and even shade as per drawings and Technical Specification Clause 1701 in English or Roman Hyphens, comas and the like not to be measured and paid for . Detail for 100 letters of 160 mm height, i.e, 106 m
4000
-
3200
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Maintenance
-
-
-
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Total for 1st year maintenance (including 18% GST)
5.62
126609
710910
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Total for 2nd year maintenance (including 18% GST)
5.62
146547
822861
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Total for 3rd year maintenance (including 18% GST)
5.62
256439
1439905
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Total for 4th year maintenance (including 18% GST)
5.62
317020
1780067
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Total for 5th year maintenance (including 18% GST)
5.62
332704
1868133
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● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
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-
67907673
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