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 2022
Closing Date19 Feb 2022
Tender Amount₹ 3,72,25,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KSRRD_115992_1Bid Award Id
ViewTender No
JK082007Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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(b). 600 to 900mm
70
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Clearing and grubbing road land including wild vegetation grass bushes shrubs saplings and trees of girth up to 300 mm removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201 by manual Means in area of non-thorny jungle
0.78
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Earthwork in Hill Road
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Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth as per technical specification clause 1603.1. (Incl. all leads and lifts, complete job)
2237
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Labour for filling of available earth obtained from cutiing and filling the same in the road surface with all sorts of leads, lifts and ramming etc. complete.
1953.3
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Const. of unlined surface drained of average cross- sectional area 0.40 m2 in soil to specified lines, levels and dimensions excavation material to be used in embankment with a lift up to 3m and lead of 50 m (average lead 25 mm) as per technical specification clause 307 ( By mechnically)
2500
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Pavement
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Excavation for road work soil with hydraulic excavator of 0.9 cum bucket capacity incl. cutting and loading in Tippers as per technical specification as per clause 302.30, for widening portion
1623.12
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Prepration of Subgrade: Loosening and levelling and compacting original ground supporting embankment to facilitate placement of ist layer upto 150mm thick at OMC as per table 300.1 & 300.2 and technical specifications clause 301.4.1.
467.71
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Granular sub-base :- Granular sub-base / base / surface course with local nallah/quarry materials (Table 400.13)by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(Including all leads lifts).
1041.12
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WBM Grading 3 :- 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 80-100kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specificatoin Clause 405.(By Manual Means )(Including all leads lifts).
1487.25
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Prime Coat :- 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 0.70-1.00 kg/sqm as per Technical Specification Clause 502.(Low Porosity) (Including all leads lifts).
19230
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Tack Coat :- Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20-0.25 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(Including all leads lifts).
19230
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Bituminous Macadam :- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumen binder @ 3.20 % to 3.50 %,of denisity,Viscosity VG grade 10 transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Including all leads lifts).
961.5
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20mm OGPC: 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 as per Technical Specification Clause 508 by mechanical means
19230
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Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen Viscosity VG grade 10 (Including all leads lifts).
19230
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Construction of Subgrade Earthen shoulder with approved material obtained from Borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with all sorts of leads and lifts as per TS Clause 303.1
787.5
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Protection Works
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Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil incl. dewatering of trenches and diverting of Nallah wherever necessary. complete Job
411.75
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 PCC grade M-10 nominal mix 1:3:6 including Haulage of material involved.
77.55
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 PCC grade M-15 nominal mix 1:2:4 including Haulage of material involved.
14.12
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Back filling behind abutment, wing wall and return wall complete as per drawings and T.S clause 1204.3.8 with 2nd class stones
535.8
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Random rubble masonry with hard stones of approved quality laid dry including bond stones. Including haulage of all sorts of material involved
407.82
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Random rubble masonry with hard stones of approved quality in cement motor (1:6) including providing and fixing of bond stones including haulage of all sorts of material involved
611.73
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Providing PCC M20 architectural coping on the top of wing walls return walls etc. complete as per drawing and technical specification clause 615,710 and 1204.3.11, including Haulage of material involved.
970
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Cross Drainage
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Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil incl. dewatering of trenches and diverting of Nallah wherever necessary. complete Job
116
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Providing, Laying bedding on well compacted sand or approved granular material in foundation trenches. Incl haulage of material
18.4
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 PCC grade M-10 nominal mix 1:3:6 including Haulage of material involved.
13.45
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 PCC grade M-20 nominal mix 1:2:4 including Haulage of material involved.
147.88
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Providing concrete for reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 RCC grade M-25 including Haulage of material involved.
39.05
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Supplying, fitting and placing TMT Bar reinforcement in foundation complete as per drawing and technical specification clause 1002, 1010 and 1202 including Haulage of material involved, with all leads and lifts
4.69
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Back filling behind abutment, wing wall and return wall complete as per drawings and T.S clause 1204.3.8 with 2nd class stones / granular material. Including haulage of material involved.
128
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Providing and laying of Irrigation crossings of
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(b). 450mm dia
68.04
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Cement Concrete Drain
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Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil incl. dewatering of trenches and diverting of Nallah wherever necessary. complete Job
364
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Providing, Laying bedding on well compacted sand or approved granular material in foundation trenches. Incl haulage of material
52
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 PCC grade M-10 nominal mix 1:3:6 including Haulage of material involved.
26
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 PCC grade M-20 nominal mix 1:1.5:3 including Haulage of material involved.
132
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Providing and laying cement concrete flooring 50 mm thick in M-20 grade.
400
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Road Furniture
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PMGSY Title Information Board: Providing and fixing typical PMGSY Logo title information board with Logo as per MORD specification and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 m size on back on edge. He 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 plate iron frame of middle plate will be welded to two no. 75 x 75 mm of 12 SWG sheet tuber posts duly embedded in cement concrete M-15 grade blocks of 450 x 450 x 600 mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47 x 47 mm of 12 SWG steel plate tubes. All MS will stove enameled on both sides. Lettering and printing arrows, border etc will be painted ready mixed synthetic enamel paint of superior quality in required shape and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per dawning clause 1701 and annexure 1700.1 including haulage of material involved.
1
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Providing and fixing of citizen information board as per the drawing enclosed and directions of engineer incharge including haulage of material and board complete job.
1
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Providing/ fixing of kilometer stone made up of reinforced cement concrete M15 grade kilometer stone/ local stone of standard design as per IRC:8 fixed in position including painting and printing etc as per drawing and technical specification clause 1703 (Precast), including haulage of material involved.
4
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Providing/ fixing of boundary pillars made up of reinforced cement concrete M15 grade 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 including haulage of material involved.
60
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Supply and fixing of Logo board at starting point incl. manufacturing as per drawings incl. haulage. Complete job
1
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Providing and fixing of road signage’s including fixing, erecting, haulage etc a per the directions of Engineer incharge complete Job.
15
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Maintenance for Five Years
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1st Year
1
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436160.71
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2nd Year
1
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654241.07
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3rd Year
1
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872321.43
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4th Year
1
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1090401.78
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5th Year
1
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1308482.14
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The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.
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