Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date4 Feb 2019
Closing Date18 Feb 2019
Tender Amount₹ 10,74,11,953
Costs
EMD
₹ 22,26,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Road From Deomali To Soha
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
2019_CEAR_73779_1Bid Award Id
ViewTender No
AR904022Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
i) 1 km reference benchmark and working benchmark
25
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Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
1000
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Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3
1000
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Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
11
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Sub-Head : Earthwork in Formation Cutting
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Earthwork in excavation in soil n hilly area by mechanical means including cutting and trimming of sides slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m as per Technical Specification clause 1603.1
12683.77
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
8478.56
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Sub-Dismantalling
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Dismantling of Flexible Pavements - Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202, By Mechanical Means, A- Bituminous Courses
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Sub-Head : Shoulder
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Construction of subgrade and earthen shoulders with approved material obtained from way cuttinging to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
6882.25
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Sub-Head : Compacting Original ground supporting sub grade:-
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Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
125655.25
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Sub-Head : Granular Sub-base with Well Graded Material ( Clause Table 400.1)
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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, and compacting with smooth wheel roller to achieve the desired density,including Edge plug as per Clause 401.5 complete as per Drawing and Technical Specificateion Clause No 401[By mix in place Method] For Grading I Material
18376.991
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Sub-Head : WBM 3 FOR BASE COURSE ( 75 mm thick)
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the intersices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(a) By Manual Means
7099.059
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Sub-Head : 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 of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 [Low porosity]
94654.125
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Sub-Head : 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.
94654.125
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Sub Head : PMC (20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen Binder)
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Providing, laying and rolling open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using CRRI-BitChem Cold Mix Binder (Tailor made) to requires 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, fininshed to required level and grades to be followed by seal coat. (Application: CRRI-BitChem Cold OGPC as per Designmix & Implementation by Manufacturer's discretion ony).MoRD : 508.2; IRC: SP: 100 – 2014, chapter 6.5 Using CRRI-BitChem Cold Mix Binder
94654.125
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Sub Head :- Seal Coat
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Providing , laying & rolling of seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using CRRI-BitChem Cold Mix Binder and stone chips passing 6.3 mm IS sieve. Seal Coat (A) (Application: CRRI-BitChem Seal Coat (A), Liquid Seal Coat as per Designmix & Implementation by Manufacturer's discretion
94654.125
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Item : Slab Culvert 1.50 mtr, 2.00 Mtr & 4.00 Mtr Span
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1189.97
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10) a) Foundation & Plinth
137.95
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM)
438.73
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM)
486.28
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Backfilling behind abutment, wing wall and return wall complete as per drawings &
technical specification Clause 1204.3.8 [Granular material]
137.87
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe 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
542
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Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800, 1205.4 &1205.5(R.C.C grade M 20) 1:2:4 Nominal mix
38.24
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Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800, 1205.4 &1205.5(R.C.C grade M 25) 1:1.5:3
80.01
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C. grade M 20 ), Nominal mix (1:2:4)
10.32
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, R.C.C grade M 20, a) For nominal mix 1:2:4[hand mixing]
5.37
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Supplying, fitting and placing with HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 a) HYSD Bars Reinforcement
5.58
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(P.C.C grade M10), Nominal mix 1:3:6
185.76
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
91.98
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Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5, Random rubble masonry in case of stone pitching laid with cement mortar (1:5)
109.42
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9, Sand filling
204.38
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Sub Head : Retaining wall - 2.00 mtr high ( As per IRC SP-20-1979)
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
292.5
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203, Coursed rubble masonry (2nd sort), In 1:3 cement mortar
204.66
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM)
566.1
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Providing weepholes in stone masonary RCC work, wing wall etc 100 dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawing and techanical specification Clauses 614,709.1204.3.7
300
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material]
255.75
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Sub Head:- V - Shaped Side Drain & Trapezoidal Drain ( As per IRC SP-48-1998 Hill Road Manual
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C grade M 10 a) Nominal mix 1:3:6
310.65
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, III Random rubble masonry, iii In cement mortar (1:5)
660.09
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Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1, (iv) Cement plaster 15 mm thick 1:4 on stone masonry
4475.6
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Sub Head :- 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)
26
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
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Traffic sign ahead
12
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Men at work
6
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Loose chippings
8
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Do not enter
4
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Road closed
4
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Stop
4
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Slow
100
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Speed limit
12
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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 25mm x 5m 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. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 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 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
1
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Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
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SH:- 5 - Years Maintenance
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First Year Maintenance
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1009562.752
Second Year Maintenance
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1514344.127
Third Year Maintenance
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1817212.953
Fourth Year Maintenance
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2221038.053
Fifth Year Maintenance
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2559241.575
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