Rural Development Department Tender
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Costs
EMD
₹ 12,18,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CERWI_103034_1Bid Award Id
ViewTender No
OR03234Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Moorum Shoulder with approved material obtained from borrow pits with a lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 5000 m as per Technical Specification Clause 303.1 of MoRD and as per the direction of the Engineer-in-charge.
2042
-
414.38
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 and as per the direction of the Engineer-in-charge.
9468.36
-
535.19
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.
-
-
-
WBM - II
2115.62
-
2094.35
WBM - III
2537.21
-
2173.32
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.
28208.25
-
27.45
Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 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.
28208.25
-
9.68
Providing, laying and rolling of open-graded premix carpet using 10% processed waste plastic 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 manual means including cost,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
28208.25
-
148.88
Providing and laying seal coat using 10% processed waste plastic 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 manual means I.e., without chips spreader including cost,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
28208.25
-
45.85
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 2000 m (1000mt. to 2000mt.) as per Technical Specification Clause 301.5 of MORD including cost,conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-charge.
16441.17
-
163.13
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.
32904.06
-
18.52
Providing and laying 80mm thick factory made cement concrete interlocking paver block of grade M-40 grade made by block making machine with strong vibratory compaction of approved size,desing & shape ,laid in requiredcolour and pattern over and including 50mm thick compacted bed of coursesand ,filling the joints with fine sand etc. all complete as per the direction of Engineer-in-Charge.
4710
-
851.09
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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates 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, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
1011.83
-
5339.03
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.
2214.36
-
299.13
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 upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
2312.5
-
32.83
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.
503.22
-
892.19
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109.
155.16
-
4520.37
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 requi
-
-
-
PCC M 15 in Foundation
425.82
-
4380.11
PCC M-20 Nominal Mix (1:2:4)
52.96
-
4965.15
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. P.C.C. grade M15
-
-
-
PCC M 15 in Substructure
1357.47
-
4625.77
PCC M 20 in Substructure
812.47
-
5243.87
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. R.C.C. Grade M - 25
-
-
-
Foundation
88.25
-
5621.12
Substructure
49.5
-
5951.67
Superstructure
246.69
-
6452.06
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..
-
-
-
600 mm SR
45
-
2762.25
1000 mm SR
45
-
6118.65
1000 mm DR
7.5
-
12043.57
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 of MoRD including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
163.94
-
1622.42
Back filling behind abutment, wing and return wall complete as per drawings and technical specification Clause 1201.3.8
39.02
-
702.63
Providing and laying pitching on slopes laid over prepared filter media as per drawing and techincal specifications Clause 1302.
16.2
-
778.54
Construction of RCC 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 certical posts not to exceed 2000 mm as per dr
72
-
2718.05
Supplying, fitting, and placing HYSD bar (Fe 500 D) 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.
-
-
-
Foundation
79.43
-
6686.88
Substructure
39.6
-
6702.34
Superstructure
159.31
-
6820.71
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 including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
360
-
158.25
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
-
10199.08
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.
-
-
-
i) 5th kilometer stone
2
-
3262.35
ii) Ordinary kilometer stone
11
-
1955.58
iii) 200 mm stone
40
-
542.86
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 and as per the direction of the Engineer-in-charge.
40
-
1443.36
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
1830
-
613.82
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.
3
-
16200.89
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)
10
-
48240.58
MAINTENANCE
-
-
-
Routine Maintenance after completion of construction works for 1 st year
1
-
570494.29
Routine Maintenance after completion of construction works for 2 nd year
1
-
684593.14
Routine Maintenance after completion of construction works for 3 rd year
1
-
798692.03
Routine Maintenance after completion of construction works for 4 th year
1
-
912790.86
Routine Maintenance after completion of construction works for 5 th year
1
-
1026889.71
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