Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date11 Feb 2021
Closing Date2 Mar 2021
Tender Amount₹ 44,90,14,890
Costs
EMD
₹ 46,92,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Hl Bridge Over River Mahanadi At 0.630 Km On Tirtol-posal-sankheswar Road
Description
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Contact
Tender Id
2021_CERWI_66315_1Bid Award Id
ViewTender No
Tender Online-03 /2020-21( Bridges )Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Plain Cement concrete of M-150 grade 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) In foundation
8.24
-
4502.85
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(B) In Sub-Structure
1185.48
-
4653.71
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( C) In Foundation Including dewatering
132
-
4558.78
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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.
262.09
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9933.54
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Labour of sinking single circular well caission/ cribwell of specified external diameter in all kinds of soil to lines levels & plumb by scooping out from inside the well & below the steining by chiselling, grabbing blasting (if required) etc, including cost of dredging chiseling, hammering, cutting with pick axes & crow bars, jack hammers or using any other modern devices for removing the rock i.e. methods of sinking inside rock strata, including cost of necessary tools & plants supply & work of pumps, dredgers & compressors, derrick, winches, cranes etc. bailings out of water & dredging removing all materials & obstacles from inside the wells by divers excluding pneumatic sinking with Air lock (however the use of exposives in removing & braking the rocks is probibited inside the well if steel, cladding has not been provided) & removing the materials & obstacles from inside the wells by divers & other mechanical devices inclusive of hire & running charges of all such machinery including materials & labour charges for providing kentledge
-
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-
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Upto 10.00m depth
-
-
-
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6.5m dia well
170
-
17274.4
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7.5m dia well
20
-
21263.41
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11th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
17498.74
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7.5m dia well
2
-
21539.7
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12th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
17723.09
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7.5m dia well
2
-
21816
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13th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
17947.43
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7.5m dia well
2
-
22092.3
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14th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
18171.77
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7.5m dia well
2
-
22368.59
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15th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
18396.11
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7.5m dia well
2
-
22644.89
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16th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
18620.45
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7.5m dia well
2
-
22921.18
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17th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
18844.79
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7.5m dia well
2
-
23197.48
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18th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
19069.13
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7.5m dia well
2
-
23473.77
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19th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
19293.47
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7.5m dia well
2
-
23750.07
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20th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
19517.82
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7.5m dia well
2
-
24026.36
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21st Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
19742.16
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7.5m dia well
2
-
24302.66
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22th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
19966.5
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7.5m dia well
2
-
24578.96
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23rd Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
20190.84
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7.5m dia well
2
-
24855.25
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24th Successive Mtr. Depth
-
-
-
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6.5m dia well
17
-
20415.18
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7.5m dia well
2
-
25131.55
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25th Successive Mtr. Depth
-
-
-
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6.5m dia well
9.52
-
20639.52
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7.5m dia well
2
-
25407.84
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26th Successive Mtr. Depth
-
-
-
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6.5m dia well
3
-
20863.86
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7.5m dia well
2
-
25684.14
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27th Successive Mtr. Depth
-
-
-
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6.5m dia well
3
-
21088.2
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7.5m dia well
2
-
25960.43
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Cement concrete with M-15+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).
1541.81
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4630.93
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Plain Cement concrete of M-150 grade 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. (Top plugging)
1163.87
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4502.85
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RCC of design mix of M-30 grade 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 12 mm 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 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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-
-
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R.C.C M30 mix grade in well curb
459.09
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8662.13
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R.C.C M-30 mix grade in well steining
7880.39
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7622.63
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R.C.C M-30 in Well Cap
716.32
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6756.38
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R.C.C M-30 in Pier & Abutment shaft
898.5
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6539.82
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R.C.C M-30 in Pier & Abt Caps .
382.96
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7622.63
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R.C.C M-30 in Dirt wall & Wing wall.
22.7
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10221.37
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R.C.C M-30 in wearing coat
615.45
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5127.03
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R.C.C M-30 in Approach Slab
16.48
-
5127.03
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RCC of design mix of M-400 grade having specified characteristics compressive strength/ target mean strength of 350kg./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 12 mm 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 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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R.C.C M-40 in Pedestal.
6.45
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5779.42
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P.S.C M-40 in Box Girder Super structure.
4644
-
18832.21
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Supply of HYSD bars confirming to gradeFe-500 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 (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 & welding & lapping should confirm to relevant clause of IRC-21/1987)
19051.73
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8593.9
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Supplying and laying High Tensile Steel Wires/ strands including all accessories conforming to IS:14268 including stressing of strands and accessories for stressing operation and grouting complete as per drawing and Technical Specifications 1800 of MoRT&H.Including cost & carriage of all materials, labour charges, T&P etc required for the work complete in all respect as per specification & direction of Engineer-in-Charge.
201.06
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140453.36
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Providing & fixing of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost & carriage of all materials, cost of labour T&P etc required for the work complete in all respect as per specification & direction of Engineer-in-Charge.
1706.4
-
2307.13
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Supplying, fitting, fixing in position POT-PTFE 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)
-
-
-
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Fixed type
36
-
114337.65
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Longitutinal Guided
36
-
129449.72
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Providing fitting & fixing strip seal expansion joints 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 & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
142.5
-
9225.97
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Providing fitting & fixing Drainage spout complete as per drawing and technical specifications clause-1209 of MORD Including cost & carriage of all materials, labour charges, T&P etc required for the work complete in all respect as per specification & direction of Engineer-in-Charge.
352
-
962.31
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Painting two coats with waterproof cement paint to wall surface after cleaning the surface of dirt, dust,oil, grease, efforescence including cost of all labour, all T&P required for the work as per drawing and technical specification under section 1700 of MORD.
2753.8
-
46.73
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Painting two coats with Synthetic enamel paint to wall surface after cleaning the surface of dirt, dust,oil, grease, efforescence including cost of all labour, all T&P required for the work as per drawing and technical specification under section 1700 of MORD.
3296.92
-
195.66
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Providing weep holes in Brick masonary/Plain/Reinforced concrete abutment ,wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce complete in all respects as per specification & direction of the Engineer-in-Charge.
1242.15
-
104.74
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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.
259
-
381.84
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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.
1510.37
-
2459.54
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RCC of design mix of M-20grade 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 including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects as per specification & direction of Engineer-in-Charge.
-
-
-
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(A) In Foundation (Raft)
2520.96
-
5104.71
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(B) In Sub-Structure
1582.3
-
6018.1
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( C) In Super-Structure
1384.82
-
5900.48
... More
Gravel backing to revetments & slopes of road embankment with good latrite moorum from stacks stacked at work site or at approved stacking yard with cost, conveyance, royality and other taxes of all materials and cost of all labour T&P required for the work complete in all respects & as directed by the Engineer in Charge.
725.67
-
1358
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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.
4658.77
-
1948.55
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Grouting to aprons and revetments ( 23cm deep) with cement concrete (1:4:8) using 25mm size crusher broken black hard granite metal including watering and raming with cost, conveyance, royalty of all materials, labour charges, T&P etc. required forthe work complete in all respect as per specification and direction of Engineer-in-charge.
4468.5
-
241.9
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Construction of embankment with approved materials deposited at site from road way cutting and exacavation from drain and foundation of other structures graded and compacted to meet requirement as per technical specification clause-301 of MORD including cost, conveyance, royality and other taxes of all materials and cost of all labour T&P required for the work complete in all respects & as directed by the Engineer in Charge.
400
-
36.35
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Construction of embankment in all kinds of soil from approved borrow areas including all leads & lifts & carriage with mechanical means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with PRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge.
76373.58
-
128.83
... More
Providing granular sub-base by using Grading-III materials as per table 400-1,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatory at OMC,and compacting with vibratoy roller to achive the desired density Including Cost, Carriage & Royality of all materials,Cost of all lobour,T&P etc complete as per the direction of the E.I.C. and as per Clause 401 of MoSRT&H specifications for road & bridges works (4th Revision)
1158.5
-
1995.78
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Providing and laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing 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 will prepared surface and compacting with vibratory roller to achive the desired density Including Cost, Carriage & Royality of all materials,Cost of all lobour,T&P etc complete as per the direction of the E.I.C. & as per Clause 406 of MoSRT&H specifications for road & bridges works (4th Revision)
993
-
2152.87
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Providing & applying primer coat with bitumen Emulsion [SS-1] on prepared surface of granular base including cleaning of road surface & spraying primer @ 0.6 Kg/sqm including hire & running charges of mechinaries , labour, T&P required for the work as per specification & direction of Engineer-in-Charge and as per Clause 502 of MORTH Specification for roads and Bridge work
6620
-
23.09
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Providing bituminous Tack Coat using bitumen emulsion (Rs-1) @ 3.00kg/ 10 Sqm area over the primed surface with all cost,carriage, royality of all materials , hire & running charges of mechinaries, T & P etc complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501.
6620
-
7.69
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Providing and 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 a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction Including Cost, Carriage & Royality of all materials,Cost of all lobour,T&P etc complete as per the direction of the E.I.C. & as per Clause 504 of MoSRT&H specifications for road & bridges works (4th Revision)
331
-
6798.04
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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, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction Including Cost, Carriage & Royality of all materials,Cost of all lobour,T&P etc complete as per the direction of the E.I.C. & as per Clause 508 of MoSRT&H specifications for road & bridges works (4th Revision)
165.51
-
8905.44
... More
Providing, laing, spreading & compacting moorum sub-base in the shoulder by using good quality of moorum to required proportion & thickness including watering & roling with PRR, cost, conveyance, royality of all materials, labour charges, T&P, hire & running charges of PRR etc complete in all respect as per specification & direction of Engineer-in-Charge.
357
-
1354.71
... 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.
-
-
-
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(b) Kilometre Stone
2
-
1873.15
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(a) 200 Mtr Stone
5
-
563.22
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 grms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 to the finished surface to be level, uniform and free from streaks and holes includingcost of all materials, labour charges, T&Petc required for the work complete in all respect as per the spectifiction & direction of Engineer-in-charge.
741.53
-
369.07
... 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.
-
-
-
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(a) 1800mmx1200mm size board.
2
-
9368.53
... More
(b) 90 cm equilateral triangle
2
-
2425.75
... More
(c) 80 cm x 60 cm rectangular
1
-
2487.95
... More
(d) 60 cm equilateral triangle
2
-
2332.91
... More
(e) 60 cm circular
1
-
2393.69
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