Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 4,30,66,547
Costs
EMD
₹ 4,30,665Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_104684_1Bid Award Id
ViewTender No
RWCCESNG-08 OF 2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
A
9812.76
2487632
253.51
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 of Tables 300.1 and 300.2 as per Technical Specification Clause of MORD and as per the direction of the Engineer-in-charge
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A
2220.68
111766
50.33
Providing granular sub-base (Sand Moorum Admixture) in layers not eceeding 22.5 cm well watered and compaction to the required density in O.M.C with Vibrater roller. etc. complete including cost, carriage, royalty . as directed by the Engineer-in-charge
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A
2805.57
2733663
974.37
Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of gravel and sand as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royalty & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.
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WBM-G-II
728.09
2823183
3877.52
WBM-G-III
728.09
2909170
3995.62
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
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A
9707.85
321232
33.09
Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.
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A
9707.85
117853
12.14
Providing 20 mm thick primix carpet over prepared surface using a total quantity of 0.23 cum of 12 mm to 6 mm chips with 1.59 kg of bitumen for 0.028 cum of chips and tack coat of 9.07 kg of 80/100 grade bitumen per 10 sqm and compacting with 8T-10T power roller etc complete.
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A
485.4
108127
222.76
Providing and laying 6mm thick precoated Seal Coat Type B using 0.06 cum of 6.70 mm size chips as per sieve analysis for sealing the voids in the bituminous surface laid to the specified levels, grade and cross fall using penetration grade of bitumen of 6.80 kg per 10 sqm and rolled with smooth wheeled power roller, bitumen mixure, tar boiler and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc complete and as per the direction of engineer in charge.
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A
242.7
20945
86.3
Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the E.I.C.
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A
7614
157076
20.63
Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
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A
3172.4
855596
269.7
Filling Sand in foundation in trenches as per drawing and technical specification clause 305.3.9 royalty . as directed by the Engineer-in-charge
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A
410.59
517725
1260.93
Cement concrete of M-150 ( In Foundation) 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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A
545.61
3551500
6509.23
Cement concrete of M-150 ( In Sub Structure) 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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A
1147.36
7756750
6760.52
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain 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 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 culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound(where specified)and water finishing to lines and grade as per drawing and technical specification for road and bridge works (4 th Revision)
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A
270
2220523
8224.16
Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (1000 mm dia.)
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A
30
210522
7017.4
P.C.C.( 1:2:4 ) using 12 mm size H.B.G. metal well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.
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A
42
382991
9118.85
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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
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A
329
36887
112.12
Providing and laying reinforced cement concrete of M-25 grade in foundation complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge
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(a) Raft
233.63
1823813
7806.42
(b) Deck Slab
210.27
2192758
10428.3
(b) Rib
239.6
1957268
8168.9
Construction of R.C.C. railing of M 30 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
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A
124.6
276032
2215.35
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
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A
35.05
274285
7825.56
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
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A
754.53
6843822
9070.3
Providing and laying boulder appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302
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A
457.02
1266032
2770.19
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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
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A
182.45
623234
3415.92
Providing and fixing of typical DMF 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 we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1
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1
10892
10892.68
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 duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw 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 redimixed 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 epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.
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1
16432
16432.93
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
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A
507.6
201273
396.52
Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge.
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iI) Ordinary Kilometer stone
4
10682
2670.53
iii) 200 mm stone
11
8344
758.56
Semi-reflectorised Sign Boards
10
21753
2175.35
200 mm dia RCC guard post.
141
133319
945.53
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