Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date24 Jan 2019
Closing Date7 Feb 2019
Tender Amount₹ 4,24,88,000
Costs
EMD
₹ 8,49,760Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_72715_24Bid Award Id
ViewTender No
SERWSCSBD Online - 21/2018-19Tender 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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TBM Pillar
28
18820
672.17
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Earth work in ordinary soil & hard soil in embankment and roads etc.maximum laboratory dry density not less than 1.52gms/ 1.65gms per cum in road embankment work and complete in all respect as per specfication of NH works and to be measured on seciton measurement after compaction under OMC condition (100 cum) including cost of controlled compaction with PRR, watering up to OMC and confirming to approved specification including hire and running charges of PRR.and as per direction of the Engineer-in-charge respectively upto 3.00m & top 0.50m blow subgrade level, from approved borrow pits 5.00m away from the toe of the final section of the road embankment, bottom of the pit not being cut by an imaginary line having a slope 1:4 projected from the edge of the final section of the bank including rough dressing and breaking clods maximum 5cm to 7cm size and laying in layers, each layer not exceeding 23cm in depth up to required level including removal of roots, shrubs, bushes and all foreign debrises from the earth and benching old embankment, sectioning and cambering the earth, cost and conveyance of all materials, T&P articles required for the work and complete in all respect as per specfication of NH works and to be measured on seciton measurement after compaction under OMC condition (100 cum) including cost of controlled compaction with PRR, watering up to OMC and confirming to approved specification including hire and running charges of PRR.and as per direction of the Engineer-in-charge
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-
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With mechanical lead upto 1000m
26435.41
4243147
160.51
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Construction of Embankment with material 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 of MORD as per direction of Engineer-in-Charge.
8066.59
229413
28.44
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Excavation in Hilly Area in Ordinary Rock not requiring Blastig by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.2.
10870
880035
80.96
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Cuting in Disintegrated rocks not requiring blasting to be removed by picked axes and crow bars and depositing materials with 50m. Initial lead and 1.5m initial lift including rock dressing as per direction and specification of thhe department including stacking the usefull materials separately as order
10870
2545862
234.21
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Construction of Granular sub-base (Gradign III) by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator to achive PI value less then 6 at compacting at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 of MORD specification for Rural roads by mix in place method and as per direction of Engineer-in charge.
3399
2494764
733.97
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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 static roller in stages to proper grade and camber, applying and brooming, crushable screening grading B to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by manual means & as per direction of Engineer-in-Charge.
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-
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(a) WBM Grading - II
1485
4198689
2827.4
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(b) WBM Grading - III
1575
4642895
2947.87
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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 MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
19800
738540
37.3
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Providing and laying surface dressing as wearing course consisting of a layer of bitumen Binder(-65) laid on the prepared surface,followed by a cover of crushed stone chippings of 13.2 mm nominal size and rolling with Three wheel 80-100KN Static roller including cleaning the road surface as per Technical specification clause 506.(First coat surface dressing)
19800
1934064
97.68
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Providing and laying surface dressing as wearing course consisting of a layer of bitumen Binder(-65) laid on the prepared surface,followed by a cover of crushed stone chippings of 13.2 mm nominal size and rolling with Three wheel 80-100KN Static roller including cleaning the road surface as per Technical specification clause 506.(Second coat surface dressing)
19800
1698246
85.77
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Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing the turfs in position and ramming with thappies including watering and cost of labour and all materials etc complete asper direction of Engineer-in charge.
13200
241692
18.31
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Construction of un-reinforced dowel jointed at expansion and construction joints, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork(steel channel, laying fixing of 125micron thick polythene film, wedges, steel plate including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, & using plasticizer with out affecting the strength of concrete as per IS -9103 sealant, curring of concrete slab with water, finising to lines and grade as per drawing and Technical Specification Clause 1501 of
192
1260318
6564.16
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Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 305.1 of MORD includding 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 with approved material upto 3mt. as per direction of Engineer-in-Charge.
1505.03
409473
272.07
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Filling sand in Foundation Trenches with Sand as per drawing and technical specification Clause 305.3.9 & 1108 of MoRD & as per direction of Engineer-in-Charge.
269.96
381199
1412.06
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Providing Plaincement concrete in Foundation complete as per drawing and technical specifications Clauses 800 & 1200 of MORD and as per direction of Engineer in charge
-
-
-
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(b) P.C.C grade M 15 Nominal mix (1:2.5:5)
496.77
2660307
5355.21
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Providing and laying Reinforced cement concrete M - 25 complete as per drawing and technical specification Clauses 802, 804,805, 806,807, 1202 & 1204 of MORD inluding cost,conveyance,royalties,taxes of all materials etc,complete as per direction of the Engineer -in-charge.
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-
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Super-Structure
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-
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Abutment Pier Cap, Dirt Wall
34.31
269219
7846.69
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Raft
3.66
25010
6833.47
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Deck Slab
59.46
466564
7846.69
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Rib Hunch
2.94
21276
7237.05
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Providing and laying cement concrete wearing course M30 grade excluding reinforcement complete as per drawing and MORD technical specification Clause 800,1000 and 1200 and asper direction of Engineer-in charge
28.9
203357
7036.6
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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
24.4
68402
2803.37
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
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-
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Foundation
3.66
23383
6389.05
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Sub-Structure
6.74
43156
6403.08
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Super-Structure
83.33
542825
6514.17
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Providing Filter media to the rear of the abutment and wing wall using 53mm and down graded CBHG stone agregate as per specification not less than 600 mm thick with smaller size towards the soil and the bigger size towards the wall and providing the entire surface behind the abutment, wing wall, return wall to the full height, compacted to firm condition compelte as epr drawing and technical specification Clause 1204.3.8 of MORD etc including cost convyance royalities, taxes of all materials cost of all labours etc complete and as per direction of the Engineer -in- charge.
282.49
733869
2597.86
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Providing Plaincement concrete of M15 grade nominal mix (1:2.5:5) in Sub-structure complete as per drawing and technical specifications Clauses 800 & 1200 of MORD and as per direction of Engineer in charge.
1178.51
6666972
5657.12
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
101.25
183524
1812.59
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Grouting approns & revertments 2.3cm deep with (1:3:6) with 40mm down graded size H.G.metal including all materials as per direction of the Engineer-in-charge.
675
229378
339.82
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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. of MORD specification for Rural roads and asper direction of Engineer-in charge
1354
288997
213.44
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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 of MoRD as per direction of Engineer-in-Charge.
2
19175
9587.76
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Providing and fixing of typical PMGSY Citizen informatry sign board with Logo as per MORD specification and drawing. 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 to 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 and as per direction of the Engineer in Charge.
2
33202
16601.11
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Providing and fixing of typical PMGSY logos made of 1.6mm thick MS sheet duly stove enameled on both side with lettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour fixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and as per direction of the Engineer -in- charge.
4
16500
4125.11
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Reinforced cement concrete M15 grade km stone / local stone of standard design as per IRC : 8 fixing in position including painting & printing etc. as per drawing and technical specification clause 1703 of MORD and as per direction of Engineer-in-Charge.
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-
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( A )5th Km. Stone
1
3488
3488.6
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( B )1 Km. stone
6
12928
2154.75
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( C )200 Mtr. stone
28
16044
573.02
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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 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701 of MoRD & as per direction of Engineer-in-Charge.
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-
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(a) 600mm equilateral triangle
42
64185
1528.23
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(b) 600mm dia circular
7
10775
1539.31
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Providing & fixing RCC M-15 grade boundary pillars / local stone of standard design as per IRC-25 fixed position including finishing & lettering as per drawing and Technical Specifications MORD clause 1704 of MoRD as per direction of Engineer-in-Charge.
165
138798
841.2
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Routine Maintenance
Routine Maintenance after completion of construction works for 1st Year
7
181049
25864.23
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Routine Maintenance after completion of construction works for 2nd Year
7
362033
51719.05
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Routine Maintenance after completion of construction works for 3rd Year
7
595680
85097.26
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Routine Maintenance after completion of construction works for 4th Year
7
1096825
156689.29
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Routine Maintenance after completion of construction works for 5th Year
7
1519118
217016.92
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