Pradhan Mantri Gram Sadak Yojana Tender
... More
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Costs
EMD
₹ 23,44,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Routine Maintenance Of Road From 1. Damdiai To Ditlang=
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_139885_1Tender No
12/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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By Manual Means
-
-
-
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In area of non-thorny jungle
2.71
32867
89072
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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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A )Lead upto 1000m.
-
-
-
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(I ) Girth about 300m.m to 600m.m.
60
391
23502
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( ii ) Girth above 600m.m to 900m.m.
25
632
15818
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Setting Out
-
-
-
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Setting Out ( As per drawing enclosed) ( using PCC with jhama brick aggregate )
6.46
59789
386242
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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.
13389.76
18
251727
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Construction of Embankment with Material Obtained from Roadway 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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B. For spreading within 100 m
17323.92
48
843675
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(i) Excavation in Cutting in soil by manual means with lead upto 50 m
-
-
-
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Excavation in Roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50 m as per Technical Specification Clause 302.3
1200
226
271200
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(ii) 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
7500
67
502500
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(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
-
-
-
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Excavation for roadwork 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
73997.55
36
2686111
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Construction of Subgrade and Earthen Shoulders
-
-
-
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits or from roadway cuuting with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. A. With approved materials obtained from borrow pits
2363.8
179
423357
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
86.75
482
41822
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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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II. P.C.C grade M 15 ( using jhama brick aggregate )
-
-
-
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(i) Nominal mix (1:2.5:5)
23.8
8693
206893
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Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204
-
-
-
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II. In 1:4 cement mortar
108.3
8982
972837
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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.
56
3876
217106
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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 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
80
328
26288
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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
70
599
41958
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Granular Sub-base with Well Graded Material ( Table 400.1 )
-
-
-
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By Mix in Place Method
-
-
-
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Construction of granular sub-base by providing well graded material ( Stone 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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(i) For Grading - I Material ( jhama brick aggregate )
949.35
5791
5498540
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Charge for construction of Gravel-base
-
-
-
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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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By Mix in Place Method
226.5
248
56331
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WBM Grading 3
-
-
-
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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 roller 80-100 kN 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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By Manual Means
1805.79
7206
13013426
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Prime Coat
-
-
-
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Low porosity
-
-
-
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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 Specification Clause 502
24077.22
45
1097921
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Tack Coat
-
-
-
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
24077.22
15
370789
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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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20 mm 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 5.6 mm 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 roller 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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Case -II : By Mechanical Means
-
-
-
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Bitumen VG-30
24244.18
251
6092562
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Seal Coat
-
-
-
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510
-
-
-
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By Manual Means
-
-
-
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Case - IV : Type D (with fine sand)
-
-
-
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Bitumen VG-30
24244.18
51
1251000
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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.
-
-
-
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Surface Drains in Ordinary Soil
750
21
15900
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Mechanical Means
-
-
-
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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.
-
-
-
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Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
-
-
-
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I. In Ordinary Soil
1750
3064
5363050
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Kilometre Stone ( with RCC M15 grade using jhama brick aggregate )
-
-
-
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Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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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5th Kilometre Stone (precast)
1
5337
5337
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Ordinary Kilometre Stone(precast)
4
3317
13270
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200 m Stone(precast)
32
871
27872
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Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade cast-in-situ with 20 mm 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
85
501
42602
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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.
32
818
26179
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Providing and Fixing 'Logo' of PMGSY Project
-
-
-
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
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 (B) Board - "B"
4
16462
65851
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Retro-reflectorised Traffic Signs
-
-
-
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Providing and fixing of retro-reflectorised 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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801
-
-
-
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600mm equilateral triangle aluminium sheating
60
2959
177540
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600mm Dia circular aluminium sheating.
6
2785
16715
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800×600 mm rectangular aluminium sheeting
4
3075
12300
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil (i) Upto 3 m depth
1013.31
482
488517
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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 )
-
-
-
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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.
123.08
8693
1069934
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RCCgrade M25
-
-
-
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( I ) Upto 5.0 m height.
250.44
11175
2798792
... More
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.
25.04
91593
2293511
... More
Providing and laying reinforced cement concrete ( using fine sand ) in superstructure as per drawing and technical specifications clauses 800, 900, 1205.4 & 1205.5.
-
-
-
... More
( II ) RCC grade M25
-
-
-
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( i ) For height upto 5.0m.
88.9
13009
1156518
... 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.
8.89
93315
829573
... More
Providing & laying filter media.
-
-
-
... More
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.
472.5
3876
1831835
... More
Providing weep hole
-
-
-
... More
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
196
328
64406
... 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.
1163.83
8849
10299081
... More
Plastering with cement morter ( 1:4 ) 15mm thick on Brick work in sub structure as per technical specification Clauses 613.4 & 1204.
502.29
218
109650
... More
Providing and fixing drainage spouts.
-
-
-
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209.
48
1548
74342
... More
Architectural Coping
-
-
-
... More
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
176.34
599
105698
... More
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 & bottom and back filling in trenches with excavated suitable material.
-
-
-
... More
Ordinary soil
451.01
514
231954
... More
Sand filling
-
-
-
... More
Filling in foundation trenches as per drawing & Technical specification Clause 305.3.9
-
-
-
... More
Sand filling
37.58
1980
74427
... 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 & 1203.
-
-
-
... More
P.C.C grade M15 ( using jhama brick aggregate) a. Base of pile cap
c. For Approach Slab
42.41
8766
371800
... More
Cement Concrete for Reinforced Concrete ( using fine sand ) in Pile Cap excluding reinforcement complete as per drawing & MoRT&H technical specification.
-
-
-
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RCC Grade M 30 (upto 5 m height)
-
-
-
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Using Concrete Mixer
(i) Pile cap
(ii) Stem of Abutment
(iii) Cantilever return wall
(iv) Dirt wall
(v) Abutment cap
(vi) Approach Slab
603.03
12262
7394595
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000 & 1202 .
99.5
97428
9694106
... More
For Base and Stem of Abutment M - 30
-
-
-
... More
Providing weep hole
-
-
-
... More
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
(i) For Cantilever Return wall
(ii) For Abutmtent
52
350
18226
... More
Providing & laying filter media.
-
-
-
... More
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.
(i) For Cantilever Return wall
(ii) For Abutmtent
41.68
4135
172359
... More
Backfilling behind abutment , wing wall & return wall complete as per drawings & technical specifications clause 1204.3.8.
(i) For Cantilever Return wall
(ii) For Abutmtent
144.9
2456
355947
... More
Bored Cast - in - Situ Piles 1200 mm dia, M - 30 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 1000 m.
336
4385
1473494
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000 & 1202 .
-
-
-
... More
For Bored Cast - in - Situ Piles M - 30
62.65
98014
6140639
... More
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 annalysing the data.
1
302639
302639
... More
Providing & laying reinforced cement concrete in superstructure as per drawings & technical specifications clauses 800,900, 1205.4 & 1205.5
-
-
-
... More
R.C.C Grade M - 30
-
-
-
... More
For solid slab superstructure
-
-
-
... More
For height 5.0 m to 10.0 m.
(i) Deck slab
(ii) Girders
(iii) Cross girder
(iv) Kerbs
150.27
12773
1919444
... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure completed as per drawing and technical specification Clause 160.
-
-
-
... More
Deck slab, girders, cantilever portions, cross beams, kerbs etc
24.79
99536
2467507
... More
Providing & laying cement concrete wearing course M30 grade including reinforcement complete as per drawing & technical specifications clauses 800, 900 & 1206.3
-
-
-
... More
M-30 Grade
-
-
-
... More
Deck slab
12.48
18781
234398
... More
Construction of RCC Railing of M25 grade.
-
-
-
... More
Construction of RCC Railing of M25 grade in cast - in - situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre - to - centre spacing between vertical posts not to exceed 2000mm including reinforcement as per drawing and technical specifications Clauses 800, 900 and 1208.3
64
4225
270426
... More
Providing and fixing drainage spouts.
-
-
-
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209.
6
1548
9293
... More
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H Specifications complete as per drawing and Technical Specifications Clause 2004.
4
49100
196401
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
6.46
128341
828955
... More
Total for 2nd year maintenance (including 18% GST)
6.46
141656
914956
... More
Total for 3rd year maintenance (including 18% GST)
6.46
256400
1656088
... More
Total for 4th year maintenance (including 18% GST)
6.46
316401
2043634
... More
Total for 5th year maintenance (including 18% GST)
6.46
380478
2457507
... More
● The Construction cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
-
-
109298739
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