Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Mar 2023
Closing Date21 Mar 2023
Tender Amount₹ 3,27,63,797
Costs
EMD
₹ 3,27,638Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_86775_3Bid Award Id
ViewTender No
Online-RWCCESNG-32 of 2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
A
24.47
30099
1230.04
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 the direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
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-
-
A
1079.44
31044
28.76
Construction of Granular sub-base by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator, to achieve PI value less than 6 and compacting at OMC with smooth wheel roller to achieve the desired density complete as per Technical Specification and as per clause 401 of MoRD specification of Rural Roads (1st Revision ).
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-
-
A
2169.26
966513
445.55
Providing Granular sub-base with using Slag spreading in uniform layers to proper camber and compacting with smooth wheel roller / compactor to achieve the desired density as per clause 401 of MORT&H Specification of Road & Bridge works ( 4th Revision) and as per direction of the Engineer-in-Charge.
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-
A
3723.06
2086812
560.51
Providing and laying , spreading and compacting stone aggregates of specific size for Water Bound Macadam as per specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to propper grade and camber, applying and brooming, crushable screening / stone screening , binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density as per per direction of Engineer-in-charge & as per clause 405 of MoRD specification of Rural Roads (1st Revision ).
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-
-
Grading No.-II
1477.41
3267277
2211.49
Grading No.-III
1542.1
3670120
2379.95
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 the direction of the Engineer-in-charge & as per clause 502 of MoRD specification of Rural Roads (1st Revision )
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-
-
A
19698.75
691623
35.11
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 the direction of the Engineer-in-charge & as per clause 503 of MoRD specification of Rural Roads (1st Revision )
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-
A
19698.75
243279
12.35
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness using 0.18 cum of 13.20 mm and 0.09 cum of 6.7mm sized crushed stone chipping and 14.60 kg penetration grade of bitumen for 10 sqm including hire and running charges of PRR,Hotmix plant, Bitumen boiler and all other T&P articles including cost and conveyance of chips and bitumen complete as per specification and direction of the Engineer -in charge & as per clause 506 of MoRD specification of Rural Roads (1st Revision )
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-
A
19698.75
3366713
170.91
Providing & applying 6mm thick pre coated seal coat using 0.06 cum of 6.7 mm size chips down graded as per sieve analysis; 6.8 kg. of bitumen for 10sqm including hire & running charges of PRR; other machineries, labour, T&P including cost of bitumen required for the work etc complete as per specification & direction of Engineer-in-Charge & as per clause 508 of MoRD specification of Rural Roads (1st Revision )..
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-
A
19698.75
1396444
70.89
Fine dressing & turfing including transportation of turfs by mechanical means with all leads & lifts & 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.
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-
-
A
15450
273928
17.73
Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as per the direction of Engineer in Charge.
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-
-
A
1542.05
307762
199.58
Earthwork in ordinary soil within 50m, initial lead , 1.50m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer in charge.
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A
17635.15
2903980
164.67
Supplying and filling foundation & plinth with good clean river sand including watering to complete saturation & ramming complete with all leads & lifts including cost. conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section) as per direction of Engineer-in-Charge.
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-
-
A
391.47
129044
329.64
Cement concrete 1:3:6 with 4cm size hand broken hard granite metal of approved quality, from approved quarry including hoisting, lowering and laying in position in layers not exceeding 15 cm thick with proper packing and ramming by means of vibrator to proper slope and level including curing, dewatering, shoring shuttering if necessary at the time of laying concrete with cost, conveyance, royalty and taxes of all materials required for the work including supplying and working of pumps and all other materials required for the work, T&P articles finishing the exposed surface smooth, providing grooves and beads where necessary etc complete in all respects as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
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-
Foundations
237.15
1028282
4336
Substructure
948.47
4210960
4439.74
Cement concrete of M-15 grade having maximum compressive strength of 150 kg/cm2 (test to be conducted) on 150 mm cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
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-
-
Foundations
158.63
633918
3996.21
Substructure
102.55
520749
5078.01
Drain Bed & Drain Wall
35
210813
6023.24
Supplying of HYSD bars confirming to grade Fe-500 cutting bending, binding, lapping, spacing, welding etc.(conforming to ISI specification) and joining if necessary by lapping and tying the grills and placing in position as required for RCC works as per the approved design, hoisting, lowering and laying position including cost, and conveyance of Tor steel and binding wires of 18 to 20 gauge (as to be approved by the Deptt.) etc complete (weight of binding wire shall not be considered for payment at all, which will be borne by the contractor) standard co- efficient of different sizes of the steel shall be considered and welding and lapping should confirm to relevant clause of IRC and as per clause 1001 of MORD specification for Rural Roads (1st Revision) & as per direction of Engineer-in -Charge.
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A
152.05
1399529
9204.4
RCC of design mix of M-25 grade having specified characteristics compressive strength/ target mean strength of 250 kg/cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10mm to 20mm sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works, finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalities and all leads & lifts, cost of all labour T&P & machineries etc required for the work other taxes of all materials with all including dewatering if necesary, complete in all respects as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge but excluding cost, conveyance of Tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works).
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Foundations
63.3
322019
5087.19
Substructure
52.2
271990
5210.55
Superstructure
59.55
435695
7316.46
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clause 800 and 1206.3 and as per direction of Engineer-in-charge.
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A
9.34
47649
5101.68
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 direction of Engineer-in- charge & & as per clause 614 of MoRD specification for Rural Roads (1st Revision)
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A
435
45875
105.46
Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head walls and parapets as per direction of Engineer-in-charge.
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-
300mm dia (Single row)
15
12871
858.08
600mm dia (Single row)
37.5
88522
2360.59
1000mm dia (Single row)
97.5
535009
5487.28
1200mm dia (Single row)
7.5
53313
7108.43
Rough stone dry packing in approns and revetments of designed thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge & Clause 1300 of of MoRD Specification for Rural Roads (1st Revision).
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-
A
108.2
152399
1408.5
Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete and as per direction of the Enginer-in-Charge.
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-
A
67.2
46562
692.9
Providing 600mm thick filter media in the rear of abutment and wing walls with 45cm size and down graded hand broken granite metal of approved quality from approved quarry as per specification and direction of the Engineer-in-Charge including cost, conveyance, royality and taxes of all materials T&P articles required for the work etc complete as per Clause 1302.3 of MoRD specification for Rural Roads (1st Revision).
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A
82.48
143389
1738.47
Construction of RCC railing of M30 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 vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 of MoRD and as per the direction of the Engineer-in-charge.
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A
95
189314
1992.78
Construction of un-reinforced, plain cement concrete M-30 pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type,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,water finishing to lines and grade as per clause 800,900,1200,1500 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
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A
174.38
1177617
6753.17
Providing and fixing of typical 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 and as per direction of the Engineer-in-charge.
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A
2
18631
9315.66
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 as per the direction of the Engineer-in-charge.
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-
Ordinary kilometer stone
2
6076
3038.42
Ordinary kilometer stone
4
7215
1803.89
200 mm stone
23
13034
566.7
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 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 and as per the direction of the Engineer-in-charge.
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-
A
22
38583
1753.81
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 as per the direction of the Engineer-in-charge.
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-
A
116
72627
626.1
Cement washing two coats with 1st mark cement paint of approved quality to exterior surface of bridge proper including watering, curing, cost and conveyance of all materials etc. complete as per the direction of the Engineer-in-Charge.
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-
A
189.88
4228
22.27
Providing and fixing of typical Citizen Information board as per MoRD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duly welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lower plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes duly embeded in cement concrete M-15 grade blocks 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 readymix 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 epoxy paint as per drawing and as per the direction of the Engineer-in-charge.
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A
2
26923
13461.55
Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
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-
For 1st Year
5.5
154396
28072
For 2nd Year
5.5
253176
46032
For 3rd Year
5.5
319323
58058.73
For 4th Year
5.5
389197
70763.09
For 5th Year
5.5
444009
80728.91
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