Rural Development Department Tender
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Costs
EMD
₹ 13,37,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CERWI_103181_1Bid Award Id
ViewTender No
OR03269Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Cement concrete
54.76
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424.31
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Upto 600 mm. dia hume pipe
20
-
194.11
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Loosening the ground upto a level of 300mm below the sub-grade level, watered, graded, compacted in layers to meet requirement of Table 300.1 and 300.2 for sub-grade construction as per Technical Specification Clause 303.5.2 of MoRD and as per the direction of the Engineer-in-charge.
772.5
-
11.96
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Construction of embankment, Subgrade and shoulders with approved material obtained from borrow pits transporting to site by mechanical means with all leads & lifts, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301 of MORD and as per the direction of the Engineer-in-Charge.
28546.35
-
163.12
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Construction of embankment with approved materials 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 of MoRD and as per the direction of the Engineer-in-charge.
1251.3
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34.96
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Excavation of roadway soil with hydraulic excavator if 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requiremetns of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m. and lead upto 1000m. as per Technical Specification Clause 302.3 of MORD and as per the direction of the Engineer-in-charge.
4167.19
-
35.05
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Filling in Foundation Trenches with sand as per drawing and technical specification Clause 305.3.9 & 1108 of MoRD and as per the direction of the Engineer-in-charge.
861.2
-
494.88
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Construction of Granular sub-base by providing well graded moorum & sand as per design mix, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator, to achieve PI value less than 6 and compacting at OMC with smooth wheel roller / compactor to achieve the desired density, complete as per Technical Specification Clause 2.2 of IRC SP-77 & 402 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
6665.39
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391
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Providing and laying , spreading and compacting stone aggregates of specific size for WBM (Water Bound Macadam) as per specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to propper grade and camber, applying and brooming, crushable screening / stone screening , binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density as perTechnical Specification Clause 405 of MORD specification for Rural roads by manual means and as per direction of Engineer-in-charge.
-
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-
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i) Grading No.-II
1932.51
-
1684.14
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ii) Grading No.-III
2682.97
-
1763.11
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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 of MoRD for low porosity surface and as per the direction of the Engineer-in-charge.
31542.5
-
27.17
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Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD and as per the direction of the Engineer-in-charge
115870
-
9.59
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Providing, laying and rolling of open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen 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 Type C as per Technical Specification Clause 508 of MoRD by mechanical means i.e., with paver finisher and as per the direction of the Engineer-in-charge.
50725
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112.61
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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by mechanical means chips spreader and as per the direction of the Engineer-in-charge.
31542.5
-
42.33
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Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m 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 and as per the direction of the Engineer-in-charge.
1603.52
-
5673.25
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Earthwork in excavation for foundation of structures in all kinds of soil upto 3m 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 and as per direction of Engineer-in-charge.
1521.85
-
299.13
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Providing PCC plain cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
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M-10
268.09
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3910.2
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M-15
745.6
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4179.9
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M-20
1113.79
-
4514.63
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Providing PCC plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
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M-20
43
-
4855.2
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Providing plain reinforced cement concrete (M25)complete as per drawings and technical Clause 802, 803, 1202 & 1203 of MoRD and as per the direction of the Engineer-in-charge.
-
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-
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Foundations
72.16
-
5179.61
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Substructure
56.04
-
5455.92
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Superstructure
72.16
-
5898.01
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Construction 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 25mm 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 and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work 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, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
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-
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Foundations
1018.88
-
5015.98
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Supplying, fitting and placing HYSD bar reinforcement (Fe415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
183.54
-
6792.27
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Providing Weepholes in brick masonary/stone masonary, 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 and as per the direction of the Engineer-in-charge.
281
-
137.36
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Laying R.C.C pipe NP4 /Prestressed Concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with Cement mortar(1:2) but excluding excavation, protection work back filling concrete and masonry works
-
-
-
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1000mm dia (Single Row)
90
-
5731.26
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1000mm dia (Double Row)
30
-
11433.71
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Gravel backing and Providing and laying filter media underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
45.49
-
1881.93
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Construction of cell filled cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate not exceeding 25mm 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 and fixing of 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction and expansion, construction joints, applying debonding strips, primer, sealant,dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, curing compound (where Spefied) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1467.02
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5822.51
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
1454.75
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350.67
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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 and as per direction of the Engineer-in-charge.
2
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10210.05
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Providing and fixing of typical PMGSY Logos made of 1.6 mm 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 and colour fixed and supported on 75mmx75mmx6mm M.S. angle 3500mm long firmly fixedto the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mm below ground level as per drawing Clause 1701 and as per direction of the Engineer-in-charge.
2
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10994.84
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Providing and fixing 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 and as per the direction of the Engineer-in-charge.
-
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-
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5th kilometer stone
2
-
2947.87
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Ordinary kilometer stone
8
-
1779.7
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200 mm stone
38
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515.19
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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 1700, 300 & 800 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
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900 mm equilateral triangle
10
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1755.97
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600 mm circular
19
-
1542.86
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Providing and erecting direction and place identifications of semi reflective sign boards of size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300,800,1700 as per direction of the Engineer in charge (Inter mediate Board)
30
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1535.58
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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 Technival Specification Clause 800,1400 & 1704.1 of MoRD and as per direction of the Engineer-in-charge.
62
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443.96
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Providing and fixing of typical PMGSY Citizen 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.
2
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16719.07
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MAINTENANCE
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-
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Routine Maintenance after completion of construction works for 1 st year
1
-
708482.14
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Routine Maintenance after completion of construction works for 2 nd year
1
-
850892.86
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Routine Maintenance after completion of construction works for 3 rd year
1
-
992857.14
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Routine Maintenance after completion of construction works for 4 th year
1
-
1133482.14
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Routine Maintenance after completion of construction works for 5 th year
1
-
1275892.86
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