Rural Development Department Tender
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Costs
EMD
₹ 2,82,560Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for R.d Road to Asurabandha via-kingol Road Under Pmgsy Package
Description
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Contact
Tender Id
2019_CERWI_76057_10Bid Award Id
ViewTender No
PMGSY Online-AGL-15/2018-19Tender 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 head walls
240
61068
254.45
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Above 600 mm to 900 mm dia Hume pipe
15
3582
238.8
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Scarifying existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift of 3m and lead upto 1000m as per Technical Specification clause 301.4 of MORD
6266.14
42547
6.79
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Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed)
721.11
20508
28.44
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Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed)
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A.With a lead By Mechanical means
2775.34
467145
168.32
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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 the direction of the Engineer-in-charge.
6625.28
118062
17.82
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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 & camber, applying & brooming, crushable screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 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.
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-
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ii) Grading -III (With Crushable Materials as interstics filling)
675.47
1622202
2401.59
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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 sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502.
9006.28
228669
25.39
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Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.
9006.28
81056
9
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Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN static Roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
9006.28
1242056
137.91
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Providing and laying Seal Coat and sealing the voids in a bituminous surface laid to specified levels,grade and cross fall using Type C as per Technical Specification Clause 510.
9006.28
438605
48.7
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Construction of un-reinforced, plain 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
337.5
1895214
5615.45
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Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials.
1092.83
119621
109.46
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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9
149.85
86234
575.47
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Providing Cement Concrete M-15 nominal mix (1:2.5:5) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
993.61
4303553
4331.23
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Providing Cement Concrete M-15 nominal mix (1:2.5:5) for plain/reinforced concrete in open Sub-Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1204
207.21
947793
4574.07
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Plain Cement Concrete M-20 nominal mix (1:2:4) in open foundation as per drawings & Technical Specification Clause 802, 803, 1202 and 1203 of MORD s and as per direction of Engineer-in-Charge.
17.66
83939
4753.1
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RCC M-25 concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202,1203.
3.83
21404
5588.73
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Providing and laying Reinforced Cement concrete M-25 in Super-structure as per drawings and technical spesifications clause 800,1205.4 & 1205.5 of MORD as per direction of Engineer-in-charge.
32.35
211568
6539.99
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Providing and laying Reinforced Cement concret wearing course M-30 grade including reinforcement complete as as per drawings and technical spesifications clause 800,1206.3 & 1205.5 of MORD as per direction of Engineer-in-charge.
4.67
56337
12063.74
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Supplying, fitting and placing HYSD bar reinforcement 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.
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In foundation
1.9
11256
5924.22
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In sub structure
29.2
173396
5938.25
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In super structure
67.1
405911
6049.35
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Cutting, bending, binding and tying the grills and placing in position including cost of bindingwires and HYSD reinforcing bars .
3.83
23169
6049.35
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work
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1000 mm dia S/R
22.5
135706
6031.39
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Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawi
205.34
30256
147.35
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Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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
2
14954
7477.15
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Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701.
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For 900 mm Equolateral Triangle
9
14930
1658.96
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For 600 mm Circular
7
11360
1622.89
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For 600 mm x 450 mm Rectangular
6
9695
1615.89
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Reinforced Cement Concrete M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical specification Clause 1703
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-
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Ordinary Kilometer stone (Precast)
4
8168
2042.11
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200m stone (Precast)
12
6708
559
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Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
0.26
1460
5615.45
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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.
115
63514
552.3
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Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. 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 and as per direction of Engineer-in charge
2
28787
14393.8
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Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
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-
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1 st year
3.15
76309
24225.08
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2 nd year
3.15
112167
35608.66
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3 rd year
3.15
225552
71603.87
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4 th year
3.15
307824
97722.17
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5 th year
3.15
390094
123839.51
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