Rural Development Department Tender
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Costs
EMD
₹ 4,86,850Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_86488_1Bid Award Id
ViewTender No
CCE-BLS-NCB-372Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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A) In all kinds of Soil (upto 10m depth)
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-
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i) For 7.5m dia abutment wells
20
425268
21263.41
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ii) For 7.5m dia. pier wells
9
191370
21263.41
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B) In Soft rock
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-
-
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i) For 7.5m dia abutment wells
12.7
2915510
229567.76
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ii) For 7.5m dia. pier wells
5.09
1168499
229567.76
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B) In Hard rock
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-
-
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i) For 7.5m dia abutment wells
1.2
553956
461630.06
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ii) For 7.5m dia. pier wells
0.6
276978
461630.06
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Cement concrete with M-150+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty & other taxes of all materials, labour hire charges of all & machineries required for the work complete in all respect. (in case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in-Charge).
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(i) Bottom plugging
235.25
1172251
4983.09
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(i) Top plugging
33.95
157705
4645.79
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RCC of design mix of M-250grade having specified characteristics compressive strength/ target mean strength of 250kg./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 20mm. down graded.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
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-
-
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Well Curb
63.74
631596
9908.95
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Well Steining
193.99
1443690
7442.2
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Railing & Post
130.1
290081
2229.68
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RCC of design mix of M-200grade having specified characteristics compressive strength/ target mean strength of 200kg./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 20mm. graded 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
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(i)Well Steining
728.07
5152303
7076.66
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RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 300kg./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 20mm. down graded 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
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-
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(i)Well Cap
211.99
1308200
6171.05
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(ii)Abutment & Pier shaft
97.55
705586
7233
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(iii)Abutment & pier cap
24.47
171342
7002.15
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(iv)Dirt wall
12.72
124276
9772.45
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(v)Superstructure Slab
275.78
5435911
19710.9
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(vi)Wearing Coat
38.76
235586
6078.7
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(vii)Approach Slab
17.33
105313
6078.7
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Providing HYSD bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.
1589.3
14096296
8869.5
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Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm 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 royalty and taxes of all materials T&P articles required for the work etc.complete as per direction of Engineer in Charge.
64.3
124814
1941.25
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
294
40910
139.15
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Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
458.4
809923
1766.86
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Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
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-
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Granular Material
180
141751
787.52
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Sandy Material
1100.6
839528
762.79
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Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc.complete as per direction of Engineer in Charge.
204
171580
841.08
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Providing fitting & fixing strip seal expansion joints with M.S. Angles 75mm. X 75 mm. X 6 mm. at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
25.35
233878
9225.97
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Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
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-
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(i)In Substructure
9.21
44951
4880.24
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Supply and fixing of the POT / PTFE Bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on abutment and piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications part I/II, section 2000 & its relevant clauses & sub clauses of MoRTH specification for Road & Bridge works (4th revision) as directed by Engineer/or his representative to satisfaction.
12
1060423
88368.65
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Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & required for the work as directed by the Engineer-in-Charge.
28
1228
43.89
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Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm etc complete as per derection of Engineer-in-charge.
498.14
81420
163.45
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Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision) etc.complete as per direction of Engineer in Charge.
5042.81
668690
132.6
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Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with motor graded on prepared surface , mixing by mix-in-place method at OMC and compacting with smooth wheel roller to achieve the desired density etc.complete as per direction of Engineer in Charge.
756.94
711258
939.65
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Providing, laying, spreading and compacting stone aggregates of specific size to W.B.M. specification including spreading in uniform thickness , hand packing rolling with 8-10ton roller applying and brooming requisite type of screening /binding materials to fillup the interstices watering including cost carriage royalty etc.complete as per direction of Engineer in Charge.
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I) WBM Grade II
181.13
420505
2321.62
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II) WBM Grade III
181.13
432869
2389.88
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Providing and applting Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) etc.complete as per direction of Engineer in Charge.
2415
86343
35.75
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Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) etc.complete as per direction of Engineer in Charge.
2415
44625
18.48
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Collecting, Supplying and laying of 20 mm thick Pre Mix Carpet including Labour using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg.penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR , bitumen mixtures, tar boilers and all other articles etc. complete as per specification and direction of the Engineer-in-charge.
2415
431560
178.7
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Providing laying 6mm thick Precoated Seal coat type B using 0.06cum of 06 mm size and down graded as per sieve analysis and 6.80kg of bitumen per 10sqm and applying tack coat 2kg of bitumen for 10sqm including hire and running charges of P.R.R. Hot mix plant tar boiler, cost, carriage and royalty etc. complete as per direction of the Engineer in Charge.
2415
228386
94.57
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Earthwork in excavation in foundation in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
168.75
30906
183.15
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Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.
88.06
36356
412.85
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Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in open foundations etc.complete as per drawings and as per direction of Engineer in Charge.
177.74
867423
4880.24
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Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth etc.complete as per direction of Engineer in Charge.
200.06
955653
4776.84
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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
50.58
8411
166.3
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Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision) etc.complete as per direction of Engineer in Charge.
2475
75556
30.53
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Providing laying Fixing of BSY Sign Board etc.complete as per direction of Engineer in Charge.
2
50000
25000
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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 clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
15
77020
5134.67
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