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₹ 2,94,43,108
Costs
EMD
₹ 5,89,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Pmgsy Road From Noagang To Indural Under Panisagar Block North Tripura
Description
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Contact
Tender Id
2024_SQCEO_131828_1Bid Award Id
ViewTender No
204/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
0.01
221
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
5.62
203175
36184.46
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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
3902
72187
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
14601
337283
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.
4.03
236
58.8
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(B) For spreading within 100m.
1.73
81
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
259.12
17671
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
518.23
23320
45
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(iii) 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 upto 1.5m and lead upto 1000m as per technical specification clause 302.3
1812.79
47676
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
7335
1133991
154.6
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Protection Works
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-
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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
3468
126235
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
600
1077894
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.
1277
185675
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.
1137
5500021
4837.31
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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.
1391
171426
123.24
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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
180
36522
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
244
1327848
5442
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(ii) In Copings
69
375498
5442
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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
1137.6
3736424
3284.48
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Water Bound Macadam Base using jhama Brick Aggregate
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(a) WBM Grading -2- 75mm compacted thickness
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Providing, laying spreading and compacting 63m.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 to fill up all interstices as per technical specification clause 405.
124.5
505564
4060.76
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(b) 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.
528.63
2140598
4049.37
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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
18139
664975
36.66
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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.
18139
236532
13.04
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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)
18139
3572838
196.97
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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
18139
865230
47.7
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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
100
232680
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) 5th Kilometer Stone (precast)
1
3353
3353.29
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(II) Ordinary Kilometer Stone (precast)
5
10372
2074.44
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(III) 200 m stone (Precast)
23
12719
553.02
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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.
47
21197
451
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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 specification and drawing Three MS plates of 1.6mm 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 x 25mm 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 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 required 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 1700.0 n. The rate includes cost of fixing in ground as per drawing, cost of all material, labour and carriage.
2
19339
9669.66
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Providing and fixing Citizen's Information board
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Providing and fixing PMGSY Citizen's Information Board as per MORD Specifications and drawing, consisting of 75 mm square or 75 mm Φ steel tube frame welded with 25 mm x 5 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 enamelled on all sides, painting the boards and lettering as per drawing with ready mixed synthetic enamel paint of superior quality in required shade and colour, fixed in ground with M-15 grade concrete (with jhama aggregate ) 60 x 60 x 75 cm (depth) including cost of excavation, concrete, all materials, labour and carriage.
2
24386
12193.1
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BILL NO. VI : CD Works
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Box cell Culvert
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-
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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
496.64
72211
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.
22.85
124349
5442
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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.
182.36
882131
4837.31
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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.
261.65
32245
123.24
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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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-
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(i) PCC grade M-15 below Base Slab
47.1
256318
5442
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(ii) R.C.C. grade M15 in Pillars for inscribing Structure Number
3.2
17414
5442
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(iii) RCC grade M25
39.18
315429
8050.79
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Supplying, fitting & placing HYSD bar
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-
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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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-
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(i) In the RCC Box
4.7
313903
66787.95
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(ii) In Pillars for inscribing Structure Number
190
12688
66.78
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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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-
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(ii) RCC grade M25
19.92
191732
9625.13
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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
2.39
161380
67523.15
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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
40
57796
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
16.72
90990
5442
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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
38.4
2737
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
4000
1600
0.4
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Routine Maintenance
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-
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1st year
5.62
301396
53677.1
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2nd year
5.62
379319
67554.75
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3rd year
5.62
975864
173795.95
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4th year
5.62
1181290
210381.14
... More
5th year
5.62
1389128
247396.03
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Quoted Price is inclusive of all taxes including GST
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