Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Mar 2025
Closing Date17 Apr 2025
Tender Amount₹ 6,23,92,835
Costs
EMD
₹ 12,48,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Premtala To Mulyarampara Including One Long Span Bridge (length-2.06 Km) (package No. Tr-03-170) (link No. L024) Under Dasda Block
Description
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Contact
Tender Id
2025_SQCEO_140028_1Bid Award Id
ViewTender No
13/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
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BOQ Items
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(A) by Mechanically
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(I)in area of non thorny jungle
1.65
32867
54232
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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.
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For all classes of soil.
2.06
59789
123167
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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.
2932.5
18
55131
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Construction of Embankment with material obtained from road way cutting
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-
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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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For spreading beyond 100 m
4670.75
66
312006
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For spreading within 100 m
2001.75
48
97485
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Excavation in cutting in soil by manual means with lead upto 50.0m.
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-
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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.
12198
226
2756748
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Excavation in soil with dozer with lead upto 100m.
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-
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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.
36594.6
67
2451838
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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 and lead upto 1000m as per technical specification clause 302.3.
85387.2
36
3099555
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Construction of Subgrade and earthen shoulder
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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.
5108.5
179
918508
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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 3m and lead of 50m ( average lead 25m ) as per technical specification clause 307.
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( I ) Surface Drains in Ordinary soil.
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( A ) Mechanical means.
470
21
9964
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Road side Pucca Drain
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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.
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( i ) In ordinary soil.
1800
3064
5516280
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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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Ordinary Soil
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Upto 3 m depth
272
482
131131
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203
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-
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Brick masonry in 1:4 cement mortar
257
8600
2210329
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(iii)Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
259
218
56540
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Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe 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
150
328
49290
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(v)Providing concrete for plain concrete M-15 (using jhama brick aggregate) in open foundations complete as per drawing and technical specifications clauses 802.803,1202 & 1203
-
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-
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In Foundation below GL
41
8218
336975
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In Coping
10
8218
82189
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Gravel / Soil - Aggregate Base ( Table 400.2 ) using well burnt brick aggregate.
-
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-
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Construction of gravel / soil - aggregate base by providing well graded material ( using jhama brick aggregate ), Spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with Tractor mount rotavator at OMC, and compacting with three wheel 80 - 100 kN Static roller to achieve the desired density, complete as per Technical Specification Clause 402. Grading A
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For Grading - II Material ( jhama brick aggregate )
858.25
5300
4549326
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(2 ) WBM Grading - 3
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-
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Providing , laying , spreading and compacting Jhama Brick aggregates of specific sizes to water Bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel rollar 80 - 100 K.N in stages to proper grade and camber, applying and Brooming, Binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading - 3 as per technical specification clause 405.
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( A ) By mechanical means
468.14
7265
3401271
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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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-
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( I ) Low Porosity.
6180
45
281808
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Tack coat
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-
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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.
6180
15
95172
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20mm thick open - graded premix carpet using Bituminous ( penetration grade / modified bitumen ) Binder.
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-
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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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-
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By Mechanicall Means with Bitumen(S-65)
6180
251
1553034
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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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-
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( II ) Bitumen (S-65)
6180
51
318888
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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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-
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600mm equilateral triangle aluminium sheating
46
2785
128147
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600mm Dia circular aluminium sheating.
12
2899
34790
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800×600 mm rectangular aluminium sheeting
2
3075
6150
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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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-
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(ii) Ordinary Kilometer Stone (precast)
4
3317
13270
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(iii)200 m stone (Precast)
10
871
8710
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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.
40
501
20048
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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 lettering but excluding painting as per drawing and technical specification clause 1704.
22
818
17998
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Providing and fixing 'Logo' of PMGSY Project
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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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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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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 bot
-
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-
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(A) Ordinary soil (for RCC pipe culvert)
152.67
482
73602
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(B) Ordinary soil (for pillars for inscribing structure)
0.36
482
174
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Plain Cement Concrete M10(1:3:6 nominal mix with jhama brick aggregate) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
-
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-
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(i) Below Head wall
3.28
8010
26275
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(ii) Below cement concrete NP3 pipe
11.69
8010
93645
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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, protectiion works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
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-
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(i) 1000 mm dia
20
10881
217628
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Brick masonry work in cement mortar in Head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109
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-
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(i) Brick masonry in 1:4 cement mortar
32.74
8600
281580
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Plastering Head walls with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specifications Clauses 802,803,1202 & 1203
37.51
218
8188
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Providing concrete for plain/reinforce concrete (using jhama brick aggregate) complete as per drawing and technical specification Clauses 802,803,1202 & 1203.
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-
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(i) RCC grade M15 in pillars for inscribing structure number
0.32
8218
2630
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Supplying fitting and placing HYSD bar reinforcement (Fc-415) 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 pillars for inscribing structure number
0.02
91593
1832
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Providing and laying cement conc block of size as per table 1300 1 cast in situ and made with nominal mix of M15 grade cement conc (using jhama brick aggregate) as per drawuing and technical specification clauses 1301
2.69
8383
22551
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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 pillar inscribing structure number.
3.2
118
379
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Printing new letters and figures of any shade with synthetic enamal paint iblack or any other approved colour to give an even shade as per drawing and technical specification Cl:1701, in English or Roman.
200
-
160
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Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other delterious matterial and disposal upto a lead of 50m. , dressing of sides an
Ordinary Soil up to 3 mtr depth.
509
514
261779
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Filling in foundation
-
-
-
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Filling in foundation trenches as per drawing & technical specification clause 305.3.9 earth filling(for marshy soil)
349
329
115065
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Pile
-
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-
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Bored Cast-in-situ piles 1200mm dia, M-25 grade(using fine sand) RCC pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m
216
18155
3921610
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Reinforcement for Pile
-
-
-
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Supplying , fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specification clauses 1000 & 1202.
53
97428
5163695
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PCC (M-15)
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specification clause 802, 803, 1202 and 1203
Nominal mix(1:2.5:5)
10
10018
100180
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RCC M 25 in pile cap
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specification clause 802, 803, 1202 and 1203
RCC M25
160
11270
1803248
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Reinforcement for pile cap
supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specification clauses 1000 & 1202.
12
97428
1169138
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RCC M-25 in Abutment/Pier
-
-
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806 1202 and 1204
-
-
-
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RCC grade M-25
-
-
-
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(b) For height above 5m upto 10 m
44
12354
543576
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Reinforcement for Abutment/Pier
-
-
-
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Supplying,fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification clauses 1002,1005,1010 and 1202
4
97700
390801
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Weep Holes
-
-
-
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Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment,wing wall ,return wall, with 100mm dia AC pipeextending through the full width of the structures with slope of 1(v) : 20(H ) towards drawing face complete as per drawingss
12
350
4206
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Bacckfilling
-
-
-
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Bacckfilling behind abutment, wing wall & return wall complete as per drawing & technical specification clause 1204.3.8 sandy material
728
2456
1788332
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Filter Media
-
-
-
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & 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
33
4135
136465
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Elastomeric Bearing
-
-
-
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Supplying,fitting and fixing in position true to line and level elastomeric beaing conforming to IRC:83(part-II) section IX complete including all accessories as per drawings and technical specification clause 1207.1
65280
1
84864
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Bearing with Steel attachment
-
-
-
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Supplying,fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories with additional steel fixrures as per drawings and technical specification with all lifts and lead
43668
1
69869
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Expansion Joint
-
-
-
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per drawings and MoRT&H Technical Specification Clause 2607.
14
13380
187320
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RCC Superstructure
-
-
-
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Providing and laying reinforced cement concrete in superstructure as per drawings and technical specifications clauses 800,1205.4 and 1205.5 Using Concrete Mixer RCC M -25 For height from 5m to 10m
143
12641
1807777
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Reinforcement for Superstructure
-
-
-
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Supplying ,fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002,1010 and 1202
26
99536
2587946
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Handralling
-
-
-
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Construction of RCC railing of M-30 grade in cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical post not to exceed 1in 500, centre to centre spacing between vertical posts not to exceed 2000mm including reinforcement.
74
2769
204936
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Wearing Coat
-
-
-
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Providing and laying Cement concrete wearing coat M-30 grade including all formworks & required reinforcement complete as per drawings & MoRT&H technical specification Clauses 2702. (including centering, shuttering, staging etc. but excluding reinforcement ).
16
16857
269726
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Drainage spout
-
-
-
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Providing and fixing in position drainage spout complete as per drawing(SD/205) and MoRT&H technical specification clauses 515,2705
12
6434
77212
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Pcc below approach slab
-
-
-
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PCC M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specification clauses 800 and 1211 PCC grade M-15 a) Nominal mix (1:2.5:5) (Hand mixing)
7
9391
65743
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Approach slab
-
-
-
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Reinforced cement concrete M-25 grade approach slab including reinforcement & formwork complete as per drawing and technical specification clauses 800 & 1211
18
16231
292160
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Routine Load Test
-
-
-
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Routine load test including supply of all tools & tackles required for testing, supply of kentledge, making all arrangement for testing, erection of kentledge, recording data analysis the data
1
302639
302639
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Painting of RCC Bridge
-
-
-
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Painting of RCC Bridges with two coats of water proof cement based paint of approved make(Berger /Asian/ICI/ Jension & Nicholson / Shalimar) including removal of dirt, cleanig the surface by brushing, watering etc. complete as per direction of Engineer.
447.33
118
52919
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Maintenance
-
-
-
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Total for 1st year maintenance (including 18% GST)
2.06
127168
261966
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Total for 2nd year maintenance (including 18% GST)
2.06
147171
303172
... More
Total for 3rd year maintenance (including 18% GST)
2.06
232900
479774
... More
Total for 4th year maintenance (including 18% GST)
2.06
284299
585656
... More
Total for 5th year maintenance (including 18% GST)
2.06
333912
687859
... More
● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
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60074408
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