Rural Development Department Tender
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Costs
EMD
₹ 13,31,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_134659_3Bid Award Id
ViewTender No
Online Tender/01-2024-25/PMGSY/BPRTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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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.
8329.57
475785
57.12
... More
Excavation of roadway in oridinary roack with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with all leads and lifts, trimming bottom and side slopes in accordance with requirement of lines grades and cross sections as per technical specifiction clause 302 of MoRD and as per direction of the Engineer-in-Charge.
8329.57
707263
84.91
... More
Excavation for roadway in hard rock (requiring blasting) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge.
3123.59
490622
157.07
... More
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge.
1041.2
399758
383.94
... More
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.
23945.11
5847635
244.21
... More
Construction of granular sub-base Gr.III using Sand & Moorum Admixture by providing well graded material, spreading in uniform layers with tractor with ordinary 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 and as per direction of Engineer-In-Charge.
3602.81
3824238
1061.46
... 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 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.
-
-
-
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Grading No.-II
1667.97
5204283
3120.13
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Grading No.-III
1667.97
5401253
3238.22
... More
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. (By Mechanical Mean)
22239.56
1084845
48.78
... More
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. (By Mechanical Mean)
22239.56
376293
16.92
... More
Providing, laying and rolling of close graded Mix Seal surface (MSS) material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using 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 8-10 kN static roller and finishing to required level and grades as per techhnical specification Clause 509 of MoRD by manual means and as per direction of Engineer-In-Charge.
22239.56
5270998
237.01
... More
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.
21675
624023
28.79
... More
CC PAVEMENT
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.
87.15
501365
5752.9
... More
Construction of un-reinforced, plain cement pannelled (0.5m x 0.5m) concrete pavement of 100 mm thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade) coarse and fine agreegate 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 form work 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 vibrator and finished in continuous operation including provision of contraction and expansion construction joints applying primer sealant near approaches to bridge / culvert and construction joints admixtures as approved, curing of concrete slab for 14-days finishing to line and grade as per drawing and technical specification clause 1501. Panels are to be made by cutting grooves of 3 to 5 mm thick and 25 to 30 mm deep in C.C.Slab. The grooves are to be filled with sealant etc as per direction of Engineer-in-Charge.
871.5
6144362
7050.33
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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
1106.26
377953
341.65
... More
Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge
199.55
360113
1804.63
... More
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.
77.57
461892
5954.52
... More
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.
394.91
2271877
5752.9
... More
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.
623.03
3786626
6077.76
... More
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.
39.78
258598
6500.71
... More
Prividing & laying Reinforced Cement Concrete M-25 in Open Foundation as per drawings & Technical Specification clauses 802,803, 1202, 1203 of MORD and as per direction of Engineer-In-Charge.
35.1
258414
7362.24
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Prividing & laying Reinforced Cement Concrete M-25 in Sub-Structure as per drawings & Technical Specification clauses 802,804, 805, 806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge.
36.34
283367
7797.67
... More
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.
83.85
709336
8459.59
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Construction of R.C.C. railing M25 grade in Cast-in-situ with 20mm 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 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3.
47.6
169737
3565.92
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Prividing & laying Reinforced Cement Concrete wearing course M-30 grade including reinforcement completeas per drawings & Technical Specification clauses 800,1206.3of MORD and as per direction of Engineer-In-Charge.(Wearing coat)
13.38
188184
14064.58
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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
28.08
246990
8795.95
... More
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
91.07
802660
8813.66
... More
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
80.61
721605
8951.81
... More
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
288
51168
177.67
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 and as per the direction of the Engineer in charge
183.79
521079
2835.19
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 and as per the direction of the Engineer in charge
83.7
193834
2315.82
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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
-
-
-
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1000 mm dia HPC
30
248138
8271.27
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PROTECTION WORK
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MORD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per direction of Engineer-In-Charge.
1008
344383
341.65
... More
Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge.
189
341075
1804.63
... More
Providing & 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.
189
1087298
5752.9
... More
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.
1080
6563980
6077.76
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Dry masonry or rough stone dry masonry for guard walls and retaining walls using departmental stone boulder with all cost, conveyance, royality, T&P, Labour, cess etc. complete and as per direction of Engineer-in-charge.
-
-
-
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Stone collected by agency 50%
1280
1915174
1496.23
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Using Dept. Stone 50%
1280
1510400
1180
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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 and as per the direction of the Engineer in charge
1198
212848
177.67
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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
26228
13114.32
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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
36718
18359.12
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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 as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge
45
94902
2108.94
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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
8
20497
2562.24
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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.
-
-
-
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i) 5th kilometer stone
2
8192
4096.22
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ii) Ordinary kilometer stone
7
17361
2480.22
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iii) 200 mtr Stone
30
21117
703.91
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Providing and fixing of Maintenance 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.
1
10000
10000
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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.
263
286401
1088.98
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Maintenance Routine Maintenance after completion of construction works 1st Year
7.5
747000
99600
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2nd Year
7.5
895999
119466.66
... More
3rd Year
7.5
1044999
139333.33
... More
4th Year
7.5
1194999
159333.33
... More
5th Year
7.5
1342999
179066.66
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