Rural Development Department Tender
... More
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of H.l.bridge Over Jamuna Nallah At 3.60km On Budhaghat- Sathiatikiri Road In The District Of Jajpur Under Bsy
Description
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Contact
Tender Id
2022_CERWI_75548_1Bid Award Id
ViewTender No
Tender Online RCK-32/21Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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i) For 7.5m dia abutment wells
20
-
21263.41
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ii) For 6.5m dia. pier wells
20
-
17274.4
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11th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
21536.97
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ii) For 6.5m dia. pier wells
2
-
17496.52
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12th suceessive mtr depth.
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
21810.53
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ii) For 6.5m dia. pier wells
2
-
17718.64
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13th suceessive mtr depth.
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
22084.09
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ii) For 6.5m dia. pier wells
2
-
17940.76
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14th suceessive mtr depth.
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
22357.65
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ii) For 6.5m dia. pier wells
2
-
18162.88
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15th suceessive mtr depth.
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
22631.21
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ii) For 6.5m dia. pier wells
2
-
18385
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16th suceessive mtr depth.
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
22904.77
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ii) For 6.5m dia. pier wells
2
-
18607.12
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17th suceessive mtr depth.
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
23178.33
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ii) For 6.5m dia. pier wells
2
-
18829.24
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18th suceessive mtr depth.
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
23451.89
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ii) For 6.5m dia. pier wells
2
-
19051.36
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19th suceessive mtr depth.
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
23725.45
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ii) For 6.5m dia. pier wells
2
-
19273.48
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20th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
23999.01
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ii) For 6.5m dia. pier wells
2
-
19495.6
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21th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
24272.57
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ii) For 6.5m dia. pier wells
2
-
19717.72
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22th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
24546.13
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ii) For 6.5m dia. pier wells
2
-
19939.84
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23th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
24819.69
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ii) For 6.5m dia. pier wells
2
-
20161.96
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24th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
25093.25
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ii) For 6.5m dia. pier wells
2
-
20384.08
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25th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
25366.81
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ii) For 6.5m dia. pier wells
2
-
20606.2
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26th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
25640.37
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ii) For 6.5m dia. pier wells
2
-
20828.32
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27th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
25913.93
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ii) For 6.5m dia. pier wells
2
-
21050.44
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28th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
26187.49
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ii) For 6.5m dia. pier wells
2
-
21272.56
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29th suceessive mtr depth.
-
-
-
... More
i) For 7.5m dia abutment wells
2
-
26461.05
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ii) For 6.5m dia. pier wells
2
-
21494.68
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30th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
26734.61
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ii) For 6.5m dia. pier wells
1.91
-
21716.8
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31th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
27008.17
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32th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
2
-
27281.73
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33th suceessive mtr depth.
-
-
-
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i) For 7.5m dia abutment wells
3
-
27555.29
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Supplying & fitting fixing in position steel cutting edge as per approved design & drawing weighing not less than 80kg. per meter including steel cladding using M.S.Angles/ rods, plates bolts & nuts, rivets complete wherever necessary including bending to size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost conveyance & all taxes of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the level of the bottom of well cap indicated in Drg. or 150 mm. above L.W.L. as specified in the Drg. or as per written order of the Engineer-in-Charge.
47.13
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109494.6
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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 T&P & 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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Bottom Plugging
256.63
-
4400.89
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Cement concrete of M-150 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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Top Plugging
36.34
-
4115.67
... More
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 & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, 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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Well Curb
98.65
-
8805.95
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Well Steining
2457.45
-
7726.45
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Well Cap
233.32
-
7573.35
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Abutment & Pier shaft
192.21
-
6448.85
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Wing wall, Tie beam & column
4.88
-
12071.4
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RCC railing
199
-
2181.24
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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 & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, 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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Approach Slab
17.33
-
4826.29
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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 & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, 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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Abutment & pier cap
11.28
-
7592.1
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Dirt wall
11.69
-
8671.6
... More
Superstructure
413.67
-
18113.9
... More
Wearing Coat
55.97
-
4996.4
... More
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.
2267.45
-
8975.52
... More
Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)
307200
-
1.01
... More
Providing fitting and fixing expansion joints with M.S. Angles 75mm x 75mm x 6mm at the edge of the slab with suitable anchoring arrangements by 12mm M.S. Bars as per MOST design and drawing including fitting , fixing and welding with 6mm plates and filling joints of wearing coat with bitumen joint filler 12mm thick and joint sealing compund at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumenstic paint etc. with cost, conveyance taxes of all materials labour and T&P etc. complete in all respects as per specificaiton and direction of the Engineer-in-charge.
30
-
9225.97
... More
Providing C.I. Grating to holes in deck slabs size upto 15cm dia for drainage of water including cost of materials and T&P required for the work as directed by the Engiener-in-charge.
42
-
43.89
... More
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, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge (In SubStructure)
9.21
-
4553.6
... More
Providing and applying two coats of water based cement 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.
1412.11
-
46.71
... More
Back filling in between abutment and wing walls with gravel complete as per the approved design and drawing including cost, conveyance, royalty and other taxes of all materials and cost of all labour T&P required for the work complete in all respect & as directed by the Engineer-in-charge.
-
-
-
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Granular Material
95.66
-
865.63
... More
Sandy Material
2236.56
-
426.1
... More
Behind abutment & return wall
329.07
-
766.26
... More
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing & Technical Specification and as per direction of Engineer-in-Charge.
62.4
-
137.3
... More
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.
80.08
-
2044.15
... More
Rough stone dry packing in aprons and revetments of desgned 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.
456.8
-
1685.37
... More
Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.
204
-
476.33
... More
Earth work in hard soil in embankment and roads etc.maximum laboratory dry density not less than 1.52gms/ 1.65gms/ per cubic CM in road embankment respectively upto 3.00m & top 0.50m blow subgrade level, within 50m initial lead and 1.5m intial lift from approved borrow pits 5.00m away from the toe of the final section of the road embankment, bottom of the pit not being cut by an imaginary line having a slope 1:4 projected from the edge of the final section of the bank including rough dressing and breaking clods maximum 5cm to 7cm size and laying in layers, each layer not exceeding 23cm in depth up to required level including removal of roots, shrubs, bushes and all foreign debrises from the earth and benching the old embankment, sectioning and cambering the earth work cost and conveyance of all materials,
990
-
258.42
... More
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)
5296.5
-
128.91
... More
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).
675
-
30.42
... 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.
559.84
-
426.1
... More
Providing Construction of granular sub-base Gr-III by providing well graded material, spereading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification clause 401 and as per direction of Engineer in Charge.
398.25
-
1545.8
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes and specification for Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening greading-III having liquid limit and plastic index not more than 25 & 6 percentage respectively to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost, lead, lift royality and taxes of all materials required for the work, all labour & T & P required as per Technical Specification Clause 405 of MoRD by manual means etc. complete and as per direction of the Engineer -in- charge.
-
-
-
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a) WBM Grade-II (63-45 mm size)
185.63
-
2354.1
... More
b) WBM Grade-III (53-22.4 mm size)
185.63
-
2399.69
... More
Construction of Moorum 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 MORD Technical Specification Clause 401 as per direction of Engineer-in-charge.
230.9
-
932.15
... 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 Technical Specification Clause 502 of MoRD for low porosity surface & as per direction of the Engineer-in-Charge.
2475
-
24.66
... 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 the Engineer-in-Charge.
2475
-
8.74
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-60/70 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification including cost, lead, lift royality and taxes of all materials required for the work by manual means etc. complete and as per direction of the Engineer -in- charge.
2475
-
178.64
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 as per the direction of the Engineer-in-charge. (Cold Mix Bitumen)
2475
-
76.2
... More
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and 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.
1800
-
14.23
... More
Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
390.04
-
207.9
... More
P.C.C. M-15 using 40 mm. size black hard broken grinite metal of approved quality from approved quarry including hoisting , lowering , laying in layers not exceeding 0.15mt. in thick , compacting , watering , curing with cost, carriage, royality, all taxes , labour &T. & P. etc. complete as per specification and direction of E.I.C.
-
-
-
... More
a) In Foundation
61
-
4506.39
... More
Upto bed
150
-
4609.53
... More
b) In Sub structure
289.22
-
4059.74
... More
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.
159.6
-
137.3
... More
Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete
480
-
1685.37
... More
Grouting in approns & revetments with 23mm deep with C.M(1:3:6)
1600
-
262.86
... 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 Single row
15
-
5068.95
... More
600 mm dia Single row
15
-
2219.51
... More
Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification.
22.68
-
4115.67
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