Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 34,29,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction & Routine Maintenance Of Road From Sermun I And Ii To Mitrajoy Para (length- 14.046 Km)
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
2025_SQCEO_140030_1Tender No
15/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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-
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(I)in area of non thorny jungle
6.09
32867
200166
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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 and roots, refilling, compaction of back filling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.
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-
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A )Lead upto 1000m.
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-
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(I ) Girth about 300m.m to 600m.m.
176
391
68939
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( ii ) Girth above 600m.m to 900m.m.
85
632
53780
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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.
14.05
59789
840047
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Compacting orginal ground supporting embankment.
-
-
-
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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.
36313.6
18
682696
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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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( B ) For spreading within 100m.
64197.88
48
3126437
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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.
1800
226
406800
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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.
16565.23
67
1109870
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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.
660226.87
36
23966235
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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.
5923.72
179
1060938
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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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-
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( I ) Ordinary soil
-
-
-
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( i ) Upto 3m depth
126.2
482
60841
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Plain cement concrete ( Using Jhama Brick aggregate ) 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 M15 ( 1:2.5:5 Nominal mix ) For Return / Wing wall )
25.2
8693
219064
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Brick masonary in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications clauses 600, 1202 &
-
-
-
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( ii ) Brick Masonary in 1 :4 cement morter
167.63
8982
1505787
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Providing & laying 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.
63.19
3876
244981
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Providing weep hole
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-
-
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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
13
328
4272
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Architectural Coping
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-
-
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Providing PCC M20 architectural coping on the top of wing wall, return wall etc. complete including form work as per drawing & technical specification Clauses 615, 710 & 1204.3.11
65
599
38961
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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
4989.79
5791
28900365
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Charge for construction of Gravel-base
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-
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Charge for Construction of gravel / soil - aggregate 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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-
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By Mix in Place Method
214
248
53222
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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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-
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( A ) By mechanical means
3957.67
7206
28520949
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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 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.
52768.91
45
2406262
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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.
52768.91
15
812641
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Providing and applying tack coat with Bitumen Emulsion ( RS - 1 ) using emulsion distributor at the rate of 0.30 to 0.35 kg / sq.m on the prepared non bituminous surfaces ( cement concrete pavement ) cleaned with hydraulic broom as per technical specification clause 503.
243.65
18
4410
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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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-
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By Mechanicall Means with Bitumen(S-65)
52768.91
251
13260827
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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)
52768.91
51
2722876
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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 ) Mechanical means.
1750
21
37100
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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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-
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( B ) Trapezoidal drain ( top clear width 600mm, bottom clear width 300mm and clear depth of 400mm.
( i ) In ordinary soil.
1500
3064
4596900
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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
80
2785
222864
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600mm Dia circular aluminium sheating.
8
2899
23194
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800×600 mm rectangular aluminium sheeting
10
3075
30750
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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)
2
5337
10674
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(ii) Ordinary Kilometer Stone (precast)
15
3317
49763
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(iii)200 m stone (Precast)
56
871
48776
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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.
-
-
-
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( A ) In ordinary soil.
140
501
70168
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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 lettering but excluding painting as per drawing and technical specification clause 1704.
20
818
16362
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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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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
851.93
482
410715
... More
Plain cement concrete ( Using Jhama Brick aggregate ) in substructure complete including form work as per drawings & technical specification Clauses 802,804,805, 806, 807, 900, 1202 & 1204.
-
-
-
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( i ) P.C.C grade M15 ( 1:2.5:5 Nominal mix ) For Return / Wing wall )
111.58
8693
969965
... More
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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RCCgrade M25
-
-
-
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( I ) Upto 5.0 m height.
187.83
11175
2099094
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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.
18.78
91593
1720133
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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.
83.38
13009
1084707
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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.
8.34
93315
778250
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Providing & laying filter media.
-
-
-
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600mm 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.
395.89
3876
1534826
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Providing weep hole
-
-
-
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Providing weep holes in brick masonary / stone masonary, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1:20 in ( V ) : 20 ( H ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
284
328
93322
... More
Brick masonary work in cement morter in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
-
-
-
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( I ) Brick masonary in 1:4 cement morter.
718.31
8600
6177825
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Plastering with cement morter ( 1:4 ) 15mm thick on Brick work in sub structure as per technical specification Clauses 613.4 & 1204.
718.31
218
156807
... More
Providing and fixing drainage spouts.
-
-
-
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Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209.
80
1548
123904
... More
Architectural Coping
-
-
-
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Providing PCC M20 architectural coping on the top of wing wall, return wall etc. complete including form work as per drawing & technical specification Clauses 615, 710 & 1204.3.11
190.2
599
114006
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Maintenance
-
-
-
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Total for 1st year maintenance (including 18% GST)
14.05
128213
1800880
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Total for 2nd year maintenance (including 18% GST)
14.05
141424
1986442
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Total for 3rd year maintenance (including 18% GST)
14.05
256144
3597799
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Total for 4th year maintenance (including 18% GST)
14.05
316085
4439730
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Total for 5th year maintenance (including 18% GST)
14.05
380099
5338871
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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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154263944
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