Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date30 Jul 2019
Closing Date13 Aug 2019
Tender Amount₹ 1,33,85,000
Costs
EMD
₹ 2,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction And Maintenance Under Pmgsy Package No- Or-16-302 R And B Road To Koilipur Via Tetelenga Kankadi
Description
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Contact
Tender Id
2019_CERWI_79408_2Bid Award Id
ViewTender No
Tender Online RCK-17/19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
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-
-
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R.R Stone
25.9
6590
254.44
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Pipe
15
3582
238.8
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of Tables 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works and as per direction of Engineer-in-Charge.(with Mechanical means)
5129.42
823323
160.51
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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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
288.01
8191
28.44
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Construction of granular sub-base by providing Close graded Granular Sub-base Grading-III material as per table 400-1, spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road and Bridge works (4th Revision) and as per direction of the Engineer -in- Charge.
850.36
1608779
1891.88
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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 requisite type of stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specification for Road and Bridge works (4th Revision) complete and as per direction of the Engineer -in- Charge.
-
-
-
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WBM Grade- II (With stone screened dust)
252.58
765648
3031.31
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WBM Grade- III (With stone screened dust)
252.58
746378
2955.02
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Providing and applying primer coat (low porosity) with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoSRT&H Specifications for Road and Bridge works (4th Revision) and as per direction of the Engineer -in- Charge.
3367.73
99853
29.65
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD and as per direction of Engineer in charge.
3367.73
34721
10.31
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Providing and laying 20mm thick Open Graded Premix Carpet using 0.27cum of 13.20mm to 5.6mm size crushed stone chipping and 14.6 kg penetration grade bitumen (S-65) for 10sqm including hand packing to proper camber and compacting with 8 -10T power road roller including hire & running charges of PRR, hot mix plant, bitumen boiler & all other T&P, etc.complete as per specification and direction of the Engineer-in-Charge.
3367.73
496403
147.4
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Providing & applying 6mm thick precoated seal coat type-B using 0.06 cum of 6.7mm. Size chips as per sieve analysis & 6.8 kg. of penetration grade bitumen (S-65) for 10sqm including hire & running charges of PRR & other machicries labour, T&P required for the work including cost of bitumen etc. complete as per specification & direction of the Engineer in Charge.
3367.73
167275
49.67
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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 as per MoRD technical specification Clause 309 and as per the direction of the Engineer-in-Charge.
3158.94
56323
17.83
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Rigid Pavement
-
-
-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, disposal upto 50m, dressing of sides and bottom and backfilling with approved excavated material and as per direction of the Engineer-in-Charge.
296.15
10326
34.87
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Filling in foundation trenches with sand as per drawing and MORD technical specification Clause 305.3.9 and as per direction of the Engineer-in-Charge.
169.23
136154
804.55
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Plain cement concrete(1:2.5:5) in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
190.82
909574
4766.66
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Construction of Panelled 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. and as per direction of the Engineer-in-charge.
809.69
4675749
5774.74
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Cross Drainage Works
-
-
-
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Earthwork in excavation for foundation in hard soil including dressing and levelling the bed and depositing the soil with initial lead of 50m and initial lift of 1.5m etc. complete and as per the direction of the Engineer-in-Charge.
71.61
19482
272.07
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Plain cement concrete(1:2.5:5) in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
13.68
65207
4766.66
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Plain cement concrete(1:2.5:5) in Sub-Structure complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
65.88
331681
5034.63
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Providing and laying reinforcement cement concrete NP-3 Pipe for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification and as per direction of Engineer-in-Charge.
-
-
-
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600 mm dia Hume Pipe in Single Row
30
79073
2635.78
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1000 mm dia Hume Pipe in Single Row
7.5
44964
5995.21
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Protection Works
-
-
-
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Earthwork in excavation for foundation of structures in hard soil including dressing and levelling the bed and depositing the soil with initial lead of 50m and initial lift of 1.5m etc. complete as per the specification and direction of the Engineer-in-Charge.
115.29
31366
272.07
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Plain cement concrete(1:2.5:5) in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
19.22
91615
4766.66
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Plain cement concrete(1:2.5:5) in Sub-Structure complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
112.68
567302
5034.63
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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment , wing wall, return wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing & Technical Specification Clauses 614, 709,1204.3.7. of MORD and as per direction of Engineer-in-Charge.
40
6940
173.51
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Rough stone dry packing in approns & revetments with hard granite stone of 15cm.to 30 cm size of approved quality from approved quarry including cost, conveyance royality & taxes of all materials, cost of all labour including filling the interstics with small stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge.
54.03
107703
1993.41
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Road Furnitures
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-
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Providing and fixing of 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
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-
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Sign board
2
19931
9965.66
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Citizen board
3
49070
16356.74
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Providing and fixing of typical PMGSY Maintenance information board as per MORD specifications and drawing.
1
16356
16356.74
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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 (Intermediate Board)
8
14736
1842
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Providing and fixing of semi-reflective cautionary, mandatory and informatory signboard as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front & gray colour on back with red reflective border of 65mm width & required letters & 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 47mm 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 1701.2.2 of MORD and as per direction of Engineer in Charge.
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-
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a) 600mm equilateral triangle
12
18232
1519.39
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Reinforced cement concrete M15 grade kilometer 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 pe direction of Engineer in charge.
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-
-
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a) Ordinary Kilometer Stone (precast)
3
5943
1981.04
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b) 200 Meter Stone (precast)
12
6426
535.52
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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.
30
25838
861.28
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TOTAL PART-I
1
12385175
1
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Routine Maintenance after completion of construction works
-
-
-
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For 1st Year
3
140850
46950
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For 2nd Year
3
181477
60492.33
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For 3rd Year
3
201158
67052.67
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For 4th Year
3
228489
76163
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For 5th Year
3
248055
82685
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TOTAL PART-II
1
1000029
1
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