Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Feb 2024
Closing Date17 Feb 2024
Tender Amount₹ 1,17,62,216
Costs
EMD
₹ 2,35,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Pmgsy Road From Uptakhali To Kanaibazar Under Panisagar Block North Tripura
Description
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Contact
Tender Id
2024_SQCEO_131829_1Bid Award Id
ViewTender No
205/TRRDA/HSCL/SE (P)/Ex-C/PD-III/2023-24 2nd callTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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(A) By manual means
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(i) In area of non thorny Jungle
1.1
30414
27649.6
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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. by Surveyor
0.92
33256
36306.56
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Bill No. II : Earth work Erosion control & Drainage
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Compacting Original ground
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(i) Compacting original ground supporting embankment
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Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1
55
1017
18.5
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(ii) Compacting original ground supporting sub grade
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Loosening of the ground upto a level of 300mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as per technical specification clause 303.5.2
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For all classes of soil
10168.02
234881
23.1
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Construction of Embankment with approved materials deposited at site from Roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
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(A) For spreading beyond 100m.
11.33
666
58.8
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(B) For spreading within 100m.
4.75
224
47.2
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Excavation in cutting in soil by manual means with lead upto 50.0m.
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(i) Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
22.96
1565
68.2
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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
46.92
2111
45
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(iii) Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per technical specification clause 302.3
162.72
4279
26.3
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Construction of sub grade and earthen shoulder
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Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits/cuts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead 1000 m as per Technical specification Clause 303.1
4971
768516
154.6
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Protection Works
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Surface Drains
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Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307
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I) Surface Drains in Ordinary Soil
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(A) Manual Means
809
29447
36.4
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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 drawing 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 600 mm. Bottom clear width 300 mm and clear depth of 400
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i)In Ordinary Soil
200
359298
1796.49
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Toe Wall
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(i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
218.22
31729
145.4
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(ii) Brick masonry work in cement mortar (in substructure) complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204.
131.5
635823
4835.23
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(iii) Plastering with cement mortar (1:4) 15mm thick on brickwork (in substructure) as per Technical specification clauses 613.4 & 1204.
175.78
21643
123.13
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(iv) Providing weepholes in brick masonry toe 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
11
2231
202.9
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(v) Providing concrete for plain concrete M-15 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
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(i) In foundation below GL
46.01
251645
5469
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(ii) In Copings
13.91
76062
5469
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BILL NO. III : Sub-base & Base Courses
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Granular Sub-base
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Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, watering and compacting with smooth wheel/ vibratory roller 80 - 100 KN static weight to achieve the desired compaction, complete as per Technical Specification Clause 401.
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By Mechanical Means
666.4
2180687
3272.34
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Water Bound Macadam Base using jhama Brick Aggregate
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(a) 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.
422.98
1706729
4035.06
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BILL NO. IV : Surface courses (Bituminous)
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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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
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(i) Low Porosity
9387
344409
36.69
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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 0.25 to 0.30 kg. Per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification Clause 503.
9387
122500
13.05
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20mm. Thick open - graded premix carpet using Bituminous (penetration grade / modified bitumen ) Binder.
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared bases including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 KN Static roller capacity finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
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By Mechanical Means with Bitumen (S-65)
9387
1864164
198.59
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Seal coat
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Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
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i) By Manual Means with Bitumen (S-65) Type D
9387
452453
48.2
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BILL NO. V : Road Logo other Road furniture
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Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
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(i) 600mm equilateral triangle aluminum sheeting
60
139608
2326.8
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
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(I) Ordinary Kilometer Stone (precast)
3
6244
2081.58
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(II) 200 m stone (Precast)
12
6651
554.32
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Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
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Plain cement concrete M15 grade (Using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC : 25 fixed in position including finishing and lattering but excluding painting as per drawing and technical specification clause 1704.
25
11275
451
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BILL NO. VI : CD Works
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Box cell Culvert
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Excavation for structures
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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 an
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(A) Ordinary soil upto 3m depth
174.44
25363
145.4
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Construction of Wing Walls, Return Wall etc.
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(i) Providing M-15 concrete with jhama aggregates in open foundations below Wing wall, Return Wall etc. as per drawing and technical specification cl. 802, 803, 1202 & 1203.
7.04
38501
5469
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(ii) Brick masonry work in 1:4 cement mortar in Wing wall, Return Wall etc. complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204.
52.8
255300
4835.23
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(iii) Plastering with cement mortar (1:4) 15mm thick on brickwork in Wing Wall, Return Wall etc. in substructure as per technical specification clauses 613.4 & 1204.
78.56
9673
123.13
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Plain / reinforced cement concrete in substructure complete as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 1202 7 1204
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(i) PCC grade M-15 below Base Slab
17.4
95160
5469
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(ii) R.C.C. grade M15 in Pillars for inscribing Structure Number
1.28
7000
5469
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(iii) RCC grade M25
12.96
105561
8145.17
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Supplying, fitting & placing HYSD bar
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Supporting fitting and placing HYSD bar reinforcement (Fe500) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
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(i) In the RCC Box
1.56
104218
66806.61
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(ii) In Pillars for inscribing Structure Number
80
5344
66.8
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Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specifications clauses 800, 1205.4 & 1205.5
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(ii) RCC grade M25
6.75
65664
9728
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Supplying fitting & placing of HYSD bar
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-
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
810
54707
67.54
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Drainage Spouts
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-
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Providing and fixing in position Drainage spouts complete as per drawings & technical specifications clause 1209
16
23118
1444.9
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Providing and laying of cement conc block pitching
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-
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Providing and laying of cement concrete blocks of size as per Table 1300 1 cast - in - situ and made with nominal mix of M-15 grade cement concrete (Using jhama Brick aggregate) as per drawing and technical specification clauses 1301 (rate includes prepar
5.18
28329
5469
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Painting two coats on new concrete surface
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-
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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
15.36
1095
71.3
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Printing new letters and figures of any shade
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-
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Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawing and technical specification Cl: 1701, in English or Roman
1600
640
0.4
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Routine Maintenance
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1st Year
2.92
156522
53677.1
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2nd Year
2.92
196989
67554.75
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3rd Year
2.92
324009
111114.36
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4th Year
2.92
422744
144974.26
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5th Year
2.92
522733
179263.87
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Quoted Price is inclusive of all taxes including GST
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