Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Feb 2019
Closing Date15 Feb 2019
Tender Amount₹ 2,91,23,344
Costs
EMD
₹ 5,96,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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_73268_2Bid Award Id
ViewTender No
AR0702066Tender 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) In area of non-throny jungle
0.21
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SH: Setting Out
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Construction of reference pillars as per Fig.1600.1(b) as per drawing and Technical Specification Clause 1602.1
70
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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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SH: Road Formation works in cutting
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Excavation in soil in Hilly area by mechinical means including cutting and trimiming of sides slope and disposing of excavated earth with a lift upto 1.50mtr and a lead upto 20mtr as per drawing and technical specification cluase 1603.1.
1614.37
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Excavation in hilly area in ordinary rock not requiring blasting by mechinical means including cutting and trimming of slope and disposal of cutting materials with lift upto 1.5 mtr and lead upto 20mtr as per clause 1603.2
1495.71
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SH: pavement works
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as
903.6
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GSB
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By Mix in Place Method: 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 complete as per Clayse 401.4 as per Technical Specification Clause 408. (i) For Grading-I Materials
1190.12
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WBM Grading-III:
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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 three wheel 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the intersties of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. i) By Manual Means
477.34
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Prime Coat (Medium porosity)
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface granular base i/c cleaning of road surface and spraying primer @ 0.90 - 1.20 kg/sqm using mechanical means as per technical specification clause 502.
6364.5
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20 mm thick PMC
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20 mm thick Open Graded Premix Carpet using cold mix Bitumen Emulsion as per Technical Specification Clause 508.2
6364.5
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Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 t/h capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 13.2 mm nominal size as per Table 500.
171.84
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Seal Coat
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Providing and laying seal coat with Bitumen Emulsion for sealing the voids in a 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. Case - I : Type A (By manual means)
6364.5
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SH: Side drains, CD works, Bridge and Protection works etc.
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Foundation
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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 back filling in trenches with excavated suitable materials.
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I. a) Ordinary Soil (I) Upto 3 m depth.
1951.56
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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
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I). P.C.C grade M 10 Nominal mix 1:3:6
127.01
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I). P.C.C grade M 10 (Hand Mixing)
83.41
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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
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P .C.C. grade M 20 (ii) Nominal mix 1:2:4
490.13
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P .C.C. grade M 20 (ii) Nominal mix 1:2:4 (Hand mixed)
11.07
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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II) Coursed Rubble Masonry (2nd sort) ii) In 1:4 Cement mortar.
262.82
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SUBSTRUCTURE
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
197.95
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 305.3.9
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I) Granular material
162.4
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II) Sandy soil
546.74
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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.
354
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Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 & 1204.
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III) R.C.C. grade M 20 (For height upto 5 m.)
183.18
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(a) P.C.C grade M 20 (For height upto 5 m.) (Hand Mixing)
66.3
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
8.94
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SUPERSTRUCTURE
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
165.31
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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
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I) R.C.C grade M 20 (I) Nominal mix 1:2:4 ( Hand mixed)
1.15
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III) For Design Mix RCC M 20
0.38
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
15.89
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
90.83
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8.
261.87
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications clauses 800, 900 and 1208.3.
42.31
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Drainage spouts complete as per drawing and technical specifications Clause 1209
14
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications.
8
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Providing and laying of a buried expansion joint, covered with 12mm thick,200mm widw galvanise weldable structural steel plate as per IS: 2062, placed symmetrical to center line of the joint,resting freely over the top surface of the deck concrete,welding of 8mm dia, 100 mm long galvanised nails spaced 300mm c/c along the centervline of the plate,as per technical specifications clauses 1207.2.3
15
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
15.37
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
11
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS: 4826 in 100mm x 100mm mesh(woven diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301.
389.18
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SH: Traffic cautionery signs,logos &other road furniture
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Providing and fixing typical PMGSY informatory sign 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 25mm x 25mm x 5mm. The iron frame of the lower most plate and flat iron frame will be welded welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x450mm x600mm, 600mm below ground level. The topmost diomond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plates 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 colour. All sections of framed post and steel tubes will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1.
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b) Citizen information board
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MoRD for Rural Roads of required shade and colour supported and welded on 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade concrete 450x450x600mm,600mm below ground level as per approved clause 1701.2.2
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a) Traffic signs ( cautionery signs etc.)
6
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b) PMGSY Logo
3
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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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Ordinary Kilometre Stone (precast)
3
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SH:- 5 Years Maintenance
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First Year Maintenance
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386880.54
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Second Year Maintenance
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475659.18
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Third Year Maintenance
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630314.16
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Fourth Year Maintenance
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761660.72
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Fifth Year Maintenance
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911366.88
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