Rural Development Department Tender
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Costs
EMD
₹ 3,12,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_108939_1Bid Award Id
ViewTender No
OR11463Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 by mechanical means as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge.
10221.25
-
171.4
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 301.5 and as per the direction of the Engineer in charge.
708.01
-
28.61
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRD and as per direction of Engineer-In-Charge.
419.03
-
32.84
Construction of Gravel/Soil aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 ton static roller, capacity to achieve the desired density complete as per Technical Specification in para 2.2, 3.6 and 3.7 of IRC SP-77-2008 and as per direction of Engineer-In-Charge.
435.99
-
441.37
Construction of Shoulder with approved materials like Moorum obtained from locality with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.2 with all lead and lifts complete as per Technical Specification Clause 303.1 of MoRD and as per direction of Engineer-In-Charge.
228.71
-
443.07
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by Mechanical means and as per direction of Engineer-In-Charge.
-
-
-
Grading No.-II
126.51
-
1886.64
Grading No.-III
576.74
-
1924.57
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 direction of Engineer-In-Charge.
7689.82
-
45.22
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 direction of Engineer-In-Charge.
7689.82
-
15.01
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-60/70 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 and as per direction of Engineer-In-Charge.
7689.82
-
157.09
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-60/70 grade bitumen laid by manual means and as per direction of Engineer-In-Charge.
7689.82
-
58.99
Fine dressing &Turfing including transportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge.
10500
-
18.52
CONCRETE PAVEMENT
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to be exceed 15.1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roler, finishing and curing and as per direction of Engineer-in-charge.
67.03
-
3581.23
Construction of un-reinforced, 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, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, finishing to lines and grade as per drawing and Technical Specification Clause 1501 and as per the direction of the Engineer in charge.
484.09
-
5118
CROSS DRAINAGE WORKS
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MoRD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material and as pr the direction of the Engineer in charge
652.49
-
299.13
Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge.
385.5
-
436.73
Prividing & laying Plain Cement concrete M-10 (Nominal mix) (1;3:6) in open foundation as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
11.97
-
4223.34
Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5)in open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
221.96
-
4113.57
Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in substructure as per drawings & Technical Specification clauses 802,804, 805,806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge.
551.78
-
4343.85
Providing & laying Plain Cement Concrete M-20 Nominal Mix (1:2.4) in Open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
10.2
-
4456.42
Prividing & laying Reinforced Cement Concrete M-25 in Superstructure as per drawings & Technical Specification clauses 800,1205.4,1205.5 of MORD and as per direction of Engineer-In-Charge.
23.43
-
5930.42
Supplying, fitting and placing HYSD bar reinforcement in Open Foundation complete as per drawings and technical specification Clauses 1000 & 1202 and as per the direction of the Engineer in charge
1.88
-
7500.38
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 and as per the direction of the Engineer in charge
27.86
-
7515.84
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 & 1202 and as per the direction of the Engineer in charge
23.09
-
7635.39
Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding 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. and as per the direction of the Engineer in charge
-
-
-
1000 mm dia HPC (Single row)
37.5
-
6670.16
Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge
117
-
1245.12
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 and as per the direction of the Engineer in charge
223.06
-
190.74
ROAD APPURTENANCES
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 and as per the direction of the Engineer in charge
2
-
7490.07
Providing and fixing of typical Citizen Informatory sign board with Logo as per MoRD specification and drawing. Two nos MS Plate of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat iron frame of both plates with be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. 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 1700.00 of MoRD and as per direction of Engineer-In-Charge.
2
-
14720.71
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 Technical Specification Clause 1701 of MoRD. and as per the direction of the Engineer in charge
-
-
-
900 mm Equolateral Triangle (Narrow bridge)
7
-
1662.39
900 mm Equolateral Triangle (Curve, School & other)
23
-
1662.39
600 mm Circular (Speed limit)
32
-
1626.32
600 mm x 450 mm Rectangular (2x Villages)
16
-
1619.32
900 mm x 300 mm Rectangular (Hazard Marker)
28
-
1619.32
600mm x 600mm Square (Chevon)
38
-
1667.77
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD.
-
-
-
i) Ordinary kilometer stone
4
-
2076.06
ii) 200 mtr Stone
11
-
601.25
iii) Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M30PQC)
0.78
-
5118
Construction of guide posts of 250mm dia M 15 grade cast in situ with 20mm 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 1608.2 as per direction of Engineer in charge.
790
-
744.14
Maintenance Routine Maintenance after completion of construction works 1st Year
3
-
63331.06
2nd Year
3
-
75997.27
3rd Year
3
-
88663.48
4th Year
3
-
101329.7
5th Year
3
-
113995.91
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