Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Air Compressor
Eprocure
Opening Date9 Dec 2020
Closing Date23 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 1,88,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_SQCEO_102541_1Bid Award Id
ViewTender No
DNIT No 33/EO/TRRDA/2020-21Tender 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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Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
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-
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(A) By manual means
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-
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(i) In area of non thorny Jungle
0.59
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27200.7
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Bill No. II : Earth work Erosion control, subgrade and shoulder top surface waterproofing & Drainage
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-
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Excavation in cutting in soil by manual means with lead upto 50.0m.
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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 lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
200
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67.1
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Excavation in Soil with Dozer with lead upto 100 m.
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-
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Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 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
500
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44.3
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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.
250
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57.9
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(B) For spreading within 100m.
450
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46.4
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BILL NO. III : Sub-base & Base Course
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Granular Sub-base
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(A) By Mix in Place Method
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Construction of granular sub-base by providing well graded material ( Jhama Brick 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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-
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(ii) For Grading - I Material ( Jhama brick aggregate )
364.58
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3121.96
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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 fill up the interstices as per technical specification clause 405.
175.28
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3988.22
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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.
175.28
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3979.05
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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
2337.04
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35.19
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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.
5572.35
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12.56
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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)
5572.35
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189.62
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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
5572.35
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44.66
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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
I) Surface Drains in Ordinary Soil
(A) Manual Means
464
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35.8
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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.
I) Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(A) In Ordinary Soil
1400
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1878.92
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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.
Ordinary soil
Up to 3 m depth
147
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143.1
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
Sand filling
12.6
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701.56
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, P.C.C grade M 10( using jhama brick aggregate )
Nominal mix 1:3:6
11.7
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5020.25
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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.
PCC grade M15
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(i)Nominal Mix 1:2.5:5
84
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5528.35
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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.
1.06
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65651.59
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BILL NO. V : Road Logo other Road furniture
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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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(II) Ordinary Kilometer Stone (precast)
3
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1939.9
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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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600mm equilateral triangle aluminum sheeting
5
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2184.4
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600mm Dia circular aluminum sheeting
3
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2310.6
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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
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9517.9
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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
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11908.7
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Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
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Providing and fixing of typical Maintenance board 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
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11908.7
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Miscllenious
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Repairing pot-holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with with jama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses
1900, 502, 503 and 504.
75
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8407.1
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Maintenance
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Total for 1st year maintenance (including 5% inflation)
1.96
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52395
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Total for 2nd year maintenance (including 10% inflation)
1.96
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65815.2
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Total for 3rd year maintenance (including 15% inflation)
1.96
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154178.2
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Total for 4th year maintenance (including 20% inflation)
1.96
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188802
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Total for 5th year maintenance (including 25% inflation)
1.96
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223700
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