Rural Development Department Tender
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Rural Development Department - RDD Tender
Opening Date
11 Jun 2019Closing Date
28 Jun 2019Tender Amount
₹ 3,38,94,010Costs
EMD
₹ 3,38,940Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_55010_7Bid Award Id
ViewTender No
RWSESNG-01 OF 2019-20Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Cement concrete
30
11941
398.04
Construction of embakment with approved materials obtained from borrow pits with all leads and lifts transporting to site by mechanical means spreading grading to required slope compacting to meet the requirements of table 300.2 and clause 305 of MOSRTH specification for road and bridge works (4th revision) and as per the direction of the Engineer-in-charge.
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-
-
A
16974.98
2133754
125.7
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
1108.41
70705
63.79
Construction of L D Slag 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 direction of the Engineer-in-Charge.
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-
-
A
2232.56
2369125
1061.17
Providing, laying, spreading & compacting graded stone aggregates to Wet Mix Macadam including premixing the materials with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause-406 of MoSRT&H Specification for Road & Bridge works(4th Revision) as per specification and direction of Engineer-in-charge.
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-
-
A
2362.5
4233529
1791.97
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.
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-
-
A
11812.5
403987
34.2
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
-
-
-
A
11812.5
141395
11.97
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 and as per the direction of the Engineer-in-charge.
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-
-
A
590.63
3747299
6344.58
Providing and laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compaction as per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision) as per specification and direction of Engineer -in –charge.
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-
-
A
295.31
2470238
8364.9
Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
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-
-
Without Dewatering
2201.28
598902
272.07
With Dewatering
283.9
84942
299.2
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
822.82
572254
695.48
Providing and Laying of Type-B ( first class ) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MoRD Technical Specification clause 1105 (ii) and as per direction of the Engineer-in-Charge.
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-
-
A
7.74
3648
471.32
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 specifications and direction of the Engineer-in-charge.
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-
-
Foundations
478.13
2182682
4565.04
Cement concrete of M-150 (1:2:4) 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 specification & direction of Engineer-in-Charge.
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-
-
In Foundations
213.95
939540
4391.4
In Foundations With Dewatering
156.54
714611
4565.04
In Substructure
648.1
3005699
4637.71
In Substructure With Dewatering
15.68
73631
4695.88
In Substructure With Dewatering (including Shuttering)
226.82
1077782
4751.71
Supplying of HYSD bars confirming to grade IS-415 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 direction of Engineer-in-Charge
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-
-
Foundations
12.6
77628
6160.98
Substructure
20.93
128951
6161.07
Superstructure
75.82
475555
6272.16
RCC of design mix of M-250 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 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
12.6
71014
5636.05
Substructure
21.87
130509
5967.5
Superstructure
12.6
81514
6469.42
Deck slab
19.88
141176
7101.43
Abutment Cap
8.8
56930
6469.42
Construction of RCC railing of M 25 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 certical 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
8.4
21543
2564.74
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
10.53
59386
5639.72
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.
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-
-
A
235
37099
157.87
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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-
-
1000mm dia (Single row)
105
645562
6148.21
1000mm dia (Double row)
22.5
277644
12339.77
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.
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-
-
A
80.36
154384
1921.16
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm 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 specifications Clause 1204.3.8 and as per the direction of the Engineer-in-charge.
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-
-
A
116.67
278816
2389.79
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 drawing & direction of the Engineer-in-charge.
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-
A
1147.5
6256066
5451.91
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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-
-
5th kilometer stone
1
3125
3125.21
Ordinary kilometer stone
5
9485
1897.02
200 mm stone
19
9989
525.75
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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-
Information Board
1
8517
8517.78
Village Board
2
8075
4037.63
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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-
-
900 mm equilateral triangle
10
14727
1472.72
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
97
62368
642.97
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 (Inter mediate Board)
-
-
-
A
14
28476
2034.02
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