Rural Development Department Tender
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Costs
EMD
₹ 13,01,894Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From Saplanji To Kardangi With Bridge Over River Samakoi (span 4x30.64m)
Description
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Contact
Tender Id
2024_CERWI_103581_10Bid Award Id
ViewTender No
NCB-02/RWCKJR/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
-
-
-
... More
Cement concrete pavement
225
431939
1919.73
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment and as per MoRT&H Specifications etc complete.
60
4482
74.71
... More
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 MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
1136.58
57204
50.33
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications Complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
With mechanical lead upto 1000m
28496.4
5651975
198.34
... More
Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-100-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specifications Complete as per the direction of the Engineer-in-Charge.
1894.57
4170952
2201.53
... More
Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications Complete as per the direction of the Engineer-in-Charge.
1980.1
5387099
2720.62
... More
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 MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
8054.25
274005
34.02
... More
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 Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
8054.25
100194
12.44
... More
Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications Complete as per the direction of the Engineer-in-Charge.
402.72
3089579
7671.78
... More
Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications Complete as per the direction of the Engineer-in-Charge.
201.36
1864557
9259.82
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
30
35934
1197.81
... More
Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification etc. complete as per specification & direction of Engineer in charge.
30
178671
5955.71
... More
Construction of un-reinforced, 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 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 125 micron thick polythene film, wedges, steel plates including levelling the form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
540.48
3950865
7309.92
... More
Providing and laying granular sub-base for moorum shoulder satisfying P.I. value within 6 in layers not exceeding 22.5Cm watering and compacting to the required density at O.M.C condition by PRR with cost ,conveyance, royalities, taxes etc complete as per the direction of the Engineer in Charge.
-
-
-
... More
Moorum Shoulder
618.76
324248
524.03
... More
Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
7860
224953
28.62
... More
Earth work in excavation of in hard soil in foundation with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer-in-Charge.
1563.68
421740
269.71
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
232.73
278766
1197.81
... More
P.C.C (1:3:6) using 40mm size H.G. metal with cost, Conveyance , royality,taxes of all material and labour,T & P etc. Complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
Foundation
62.81
399502
6360.49
... More
Plain Cement Concrete M-15 Grade using 40mm down graded chips with cost, Conveyance , royality,taxes of all material and labour,T & P etc. Complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
Foundation
494.88
2947361
5955.71
... More
Substructure
895.56
5460892
6097.74
... More
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.
-
-
-
... More
1000 mm dia HP
60
493200
8220
... More
Reinforced Cement Concrete M-25 Grade in Substructure with 20mm & downgraded hard granite chips including hoisting and laying including watering, curing with all cost, carriage, royalty and taxes etc. complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
Raft
49.05
354336
7223.99
... More
Pier, Pier Rib & Haunch
80.54
739734
9184.69
... More
Deck Slab
46.39
466595
10058.1
... More
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.
150.83
1332221
8832.6
... More
Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete as per drawing and technical specifications direction of Engineer in charge.
-
-
-
... More
Boxcell Culvert
8.27
59895
7242.52
... More
Construction of R.C.C. 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 vertical posts not to exceed 2000 mm as per drawing and technical specifications direction of Engineer in charge.
-
-
-
... More
Boxcell Culvert
29.4
76703
2608.95
... More
Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.
236.13
630297
2669.28
... More
Rough Stone Dry Packing in approns and Revetment with hard Granite Stones including cost of all materials etc complete as per direction of the Engineer in Charge.
144.66
353929
2446.63
... More
Providing Weepholes is Brick Masonry/ Plain/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2H towards drawing force etc. Complete as per the direction of the Engineer-in-Charge.
482.17
69702
144.56
... More
Reinforced cement concrete M-15 Grade Guard Post of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete as per the direction of Engineer-in-Charge.
-
-
-
... More
Guard Post
126
101878
808.56
... More
Supplying and installing of reinforced cement concrete M-15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
Ordinary Kilometre Stone
3
7437
2479.19
... More
200 Mtr. Stone
11
7918
719.85
... More
Supplying, fitting, fixing of DMF roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
-
-
-
... More
1800mmx1200mm Size board (6 Nos)
10.8
131096
12138.53
... More
Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
-
-
-
... More
90 cm equilateral Triangle
20
111358
5567.94
... More
80 cm x 60 cm Rectangular
8
51694
6461.87
... More
90 cm x 45 cm Rectangular
12
73538
6128.24
... More
60 cm Circular (Speed limit)
20
101934
5096.71
... More
60 cm x 45 cm Rectangular
16
80105
5006.62
... More
Bridge Proper
-
-
-
... More
Providing & constructing one span service road to reach island location from one pier location to another pier location etc. comple as per the direction of Engineer-in-Charge.
180
499086
2772.7
... More
Levelling Hard rock surface under wells for piers & abutments etc complete as per the direction of Engineer-in-Charge.
203.84
43784
214.8
... More
Earthwork in cutting in all kinds of soil overburden earth with all leads and lifts & depositing the excavated materials away from working areas complete as per specification and direction of the Engineer-in-Charge including cost of all labour & T&P articles required for the work etc. complete in all respect upto bed level etc complete.
544.84
136760
251.01
... More
Labour for fitting ,fixing cutting edge including cladding including cost & carriage of all materials etc. comple as per the direction of Engineer-in-Charge.
467.95
5165863
11039.35
... More
Labour for sinking of diametre 7.5mtr/6.5 mtr RCC well sinking in all kinds of soil to lines, levels and plug by scooping out from inside and below the stenning including cost of hire & running charges of tools & plants and supllying, working of pump bailing out if water & including precaution against shifting disposal of the soil with all leads & lifts complete as per direction of the Engineer-in-Charge.
-
-
-
... More
Upto 10 Mtr Depth
-
-
-
... More
Abutment Well
20
568456
28422.8
... More
Pier Well
30
702375
23412.5
... More
Labour for sinking of diametre 7.5mtr/6.5mtr R.C.C well sinking in Soft rock to lines, levels and plug by scooping out from inside and below the stenning including cost of hire & running charges of tools & plants and supllying, working of pump bailing out if water & including precaution against shifting disposal of the soil with all leads & lifts complete as per direction of the Engineer-in-Charge.
-
-
-
... More
Abutment Well
12.8
4363499
340898.4
... More
Pier Well
12.53
3209773
256167.05
... More
Labour for sinking of diametre 7.5mtr/6.5mtr R.C.C well sinking in Hard rock to lines, levels and plug by scooping out from inside and below the stenning including cost of hire & running charges of tools & plants and supllying, working of pump bailing out if water & including precaution against shifting disposal of the soil with all leads & lifts complete as per direction of the Engineer-in-Charge.
-
-
-
... More
Abutment Well
1.2
817151
680959.25
... More
Pier Well
1.8
926219
514566.55
... More
Earth work excavation in foundation in Hard and compacted sheet rock within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply & working of pumps stacking the excavated material away from the work in site etc complete as per the direction of the Enngineer in Charge.
13.9
22603
1626.15
... More
Earth work in excavation of in hard soil in foundation with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer-in-Charge.
115.47
31143
269.71
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
14.43
17284
1197.81
... More
P.C.C (1:3:6) using 40mm size H.G. metal with cost, Conveyance , royality,taxes of all material and labour,T & P etc. Complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
Above Bed
9.76
62710
6425.25
... More
Plain Cement Concrete M-15 Grade using 40mm down graded chips with cost, Conveyance , royality,taxes of all material and labour,T & P etc. Complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
Foundation
14.43
85940
5955.71
... More
Substructure
193.05
1177168
6097.74
... More
RCC wok of M-25 with 20mm & downgraded hard granite chips including hoisting and laying including watering, curing with all cost, carriage, royalty and taxes etc. complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
Well Curb
117.89
1488655
12627.5
... More
Well Steining
288.25
2792493
9687.75
... More
RCC Railing & Post
260.2
678848
2608.95
... More
RCC wok of M-200 with 20mm & downgraded hard granite chips including hoisting and laying including watering, curing with all cost, carriage, royalty and taxes etc. complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
Well Steining
1044.02
9533677
9131.7
... More
Cement concrete M-15 using 20mm down graded chips with 10% extra cement in bottom/Top plugging etc. complete as per the direction of Engineer-in-Charge.
-
-
-
... More
Bottom Plugging
321.36
3248274
10107.9
... More
Top Plugging
45.93
280584
6108.95
... More
Reinforced Cement Concrete of M-30 with 20mm & downgraded hard granite chips including hoisting and laying including watering, curing with all cost, carriage, royalty and taxes etc. complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
Well Cap
277.57
2481795
8941.15
... More
Abutment & Pier Shaft
225.43
2148145
9529.1
... More
Pier & Abutment Cap
56.92
542396
9529.1
... More
Retaining Wall
4.76
76143
15996.6
... More
Dirt Wall
13.16
164090
12468.85
... More
Superstructure
551.54
16160149
29300.05
... More
Wearing Coat, Approch slab
92.7
719838
7765.25
... More
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.
2679.74
23669071
8832.6
... More
Providing ,fitting, fixing of the POT/ PTFE bearing procured from approved manufacturer & with test certificates as per specification provided in drwaing at location with all accessories complete and fixing on abutment & piers in position with all naterials, labour, tools, equipment for fixing as per the drawings and technical specifications part-I/ II, section 2000 and its relevent clauses & sub clauses of MoRTH specification for Road & Bridge works etc. complete as per the direction of Engineer-in-Charge.
24
2142021
89250.9
... More
Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.
172.65
460851
2669.28
... More
Rough Stone Dry Packing in approns and Revetment with hard Granite Stones including cost of all materials etc complete as per direction of the Engineer in Charge.
384.29
940215
2446.63
... More
Providing Weepholes is Brick Masonry/ Plain/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2H towards drawing force etc. Complete as per the direction of the Engineer-in-Charge.
398.02
57537
144.56
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications etc. Complete as per the direction of the Engineer-in-Charge.
-
-
-
... More
GRANULAR MATERIAL
237.36
231402
974.9
... More
SANDY MATERIAL
1447.99
2732139
1886.85
... More
Providing , fitting , fixing Angle iron STRIP SEAL expansion joint with MS Angle of size 75x75x6mm and 12mm dia HYSD bars confirming to ISI specification including all cost , carriage , taxes etc complete as per specification & direction of Engineer-in-Charge.
42.25
519225
12289.35
... More
Providing ,fitting, fixing C.I. grating to holes in deck slab including cost & taxes etc complete as per specification & direction of Engineer-in-Charge
56
3371
60.2
... More
Providing, fitting, fixing anchor bars upto 25mm to 38mm dia in foundation rock in abutment and piers including drilling holes, fixing wedge anchors and grounting with cement mortar 1:4 etc. complete as per the direction of Engineer-in-Charge.
207
26475
127.9
... More
Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete as per specification & direction of Engineer-in-Charge
204
201174
986.15
... More
Providing & applying two coats of water based enamel paints to unplasters concrete surface after cleaninh the surface to dirt, dust, oil, grease, efflorecense and applying paint etc complete as per the direction of Engineer-in-Charge.
2126.46
408918
192.3
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