Rural Development Department Tender
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Costs
EMD
₹ 89,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_62608_2Bid Award Id
ViewTender No
PMGSY ONLINE RWCSBP-33Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Construction of granular sub-base Grade - III (Moorum Sand Admixture) by providing well graded material, spreading in uniform layers with 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 Technical Specification Clause 401 of MoRD by mix in place method including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-charge.
546.45
240711
440.5
... More
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 of Grading - B (Moorum Sand Admixture) 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 including cost, conveyance ,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.
-
-
-
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i) Grading No.-II (63 mm to 22.40 mm)
309.83
566437
1828.22
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ii) Grading No.-III (53 mm to 11.20 mm)
377.33
719640
1907.19
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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 & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
4131
128308
31.06
... More
Providing and laying surface dressing as wearing course consisting of a layer of Cold Bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 KN Static roller including cleaning the road surface as per Technical Specification clause 507 including cost, conveyance, royalty, taxes, , labour and T&P required for the work and as per direction of Engineer-in charge. (First Coat 13.2 mm Nominal Size)
(Cold Mix First Coat Surface Dressing)
4131
382158
92.51
... More
Providing and laying surface dressing as wearing course consisting of a layer of Cold Bituminous binder laid on the prepared surface, followed by a cover of precoated crushed stone aggregates of specified size and rolling with three wheel 80-100 KN Static roller including cleaning the road surface as per Technical Specification clause 507 including cost, conveyance, royalty, taxes, , labour and T&P required for the work and as per direction of Engineer-in charge. (Second Coat 9.5 mm Nominal Size)
(Cold Mix Second Coat Surface Dressing)
4131
324696
78.6
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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
501
8236
16.44
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embamkment Location with a lift up to 1.5m and up to 1000m as per technical specification Clauses 302.3 of MORD specification including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
325.62
10507
32.27
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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, 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, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days as per drawing and technical specification clause 1501 of MORD including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
144
692580
4809.59
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Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification Clause 305 of MORD specification for Rural roads includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
114.8
24969
217.5
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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 of MORD specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
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(A) PCC M-15 Nominal mix (1:2.5:5)
38.12
142713
3743.8
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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 of MORD specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
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(A) PCC M-15 nominal mix
32.69
129202
3952.36
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(B) PCC M-20
2.5
11374
4549.6
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 of MORD specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
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RCC M-25
2.48
14040
5661.51
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Supplying, fitting, and placing HYSD bar (Fe 500) reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 of MORD specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
0.37
2855
7716.31
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Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.
-
-
-
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600mm dia (Single row)
15
38071
2538.08
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450mm dia (Single row)
7.5
12476
1663.59
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Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
3.23
1492
462.15
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Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
15.45
6340
410.42
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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 including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
2
17191
8595.74
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Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
-
-
-
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i) Ordinary kilometer stone
3
4960
1653.43
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ii) 200 mm stone
5
2437
487.56
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Providing and fixing of speed breaker ,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 1700, 300 & 800 of MoRD including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
6
8158
1359.71
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Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
50
25829
516.58
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Providing and fixing of typical PMGSY Citisen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1 including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
3
39968
13322.79
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Providing and fixing Reference benchmark one no. Working benchmark 4 nos. per km and near all drainage structure and bridges, Reference Pillars / Burjees @ 100m interval on both sides of the formation width as per MORD specification Clause 100 (Drawing 200.1 & 200.2 of Standard Data Book) and direction of the Engineer in charge. (The marking of centre line setting out curves and recording of levels, etc. by the surveyor will be incidental to the work and no extra payment shall be made for the same)
1.08
44986
41654.29
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Routine Maintenance
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-
-
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PART-II (MAINTANCE)
Routine Maintenance after completion of costruction of work
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-
-
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1 st Year
1.32
50951
38599.62
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2 nd Year
1.32
61237
46391.78
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3 rd Year
1.32
71271
53993.58
... More
4 th Year
1.32
87905
66594.96
... More
5 th Year
1.32
109217
82740.77
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