Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of H.l.bridge Over Samakoi Nallah On Sapajhara To Sarei P.s Road
Description
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Contact
Tender Id
2022_CERWI_76335_3Bid Award Id
ViewTender No
Bridge Online AGL-20/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
In all kinds of Soil
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-
-
(a) Abutment & Pier (7.5m. Dia)
18.56
-
21263.41
(a) Abutment & Pier (6.5m. Dia)
13.57
-
19177.38
In Soft Rock
-
-
-
(a) Abutment & Pier (7.5m. Dia)
10.58
-
209590.03
(a) Abutment & Pier (6.5m. Dia)
16.71
-
182576.2
In Hard Rock
-
-
-
(a) Abutment & Pier (7.5m. Dia)
1.2
-
422284.19
(a) Abutment & Pier (6.5m. Dia)
1.8
-
367856.45
RCC of design mix of M-30grade 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)
-
-
-
Pier & Abutment cap
18.66
-
8814.7
Dirt Walls
31.74
-
9881.9
Deck Slab and oher superstructure
472.8
-
23336
Wearing Coat
74.36
-
7036.1
RCC of design mix of M-25grade 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)
-
-
-
Abutment well & Pier Curb
128.01
-
10010.75
Abutment well & Pier well Stenning
288.25
-
8943.6
Abutment well & Pier well cap
258.24
-
8790.5
Abutment & Pier
201.32
-
7678.9
Column, Tie beam,Wing wall & Canti lever
11.37
-
13237.05
RCC Railing
204.26
-
2214.64
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 & 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)
-
-
-
Abutment & Pier well stenning
722.19
-
8537.2
APPROACH SLAB
2.94
-
6605.55
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).
-
-
-
Bottom plugging
323.99
-
5536.55
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.
-
-
-
(i) Top plugging
45.93
-
5188.92
In foundation
14.06
-
5330.18
In Substructure
30.74
-
5439.42
Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm size clean hard broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm thick to the required level ramming, watering and curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T & P required for the work.
464.35
-
5512.24
Supply of HYSD bars confirming to grade S-415 cutting, bending, cranking, hooking welding or jointing (if required) laying the grills and placing in proper position as required for R.C.C. work providing fan hooks when necessary including cost conveyance, royality taxes of M.S. or Tor steel and binding wire of 18 to 20 gauge and cost of all labour T&P required for the work as per the specification and direction of the Engineer-in-charge.
1942.3
-
8603.21
Providing and laying filter media with aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.
83.22
-
2550.5
Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
62.4
-
139.3
Rough stone dry packing on slope of revetment and appon using 30 cm. & above size hard broken granite stones of approved quality free from weathering skin & from approved quarry including filling the interstices with small stones spalls etc. with cost, conveyance & royality & with all leads & lifts & taxes of all materials & labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50 kg./70kg.) as per specification & direction of Engineer-in-Charge
228.68
-
2040.33
Gravel backing Below the Revetment pitching and side slope pitching with granular crushed aggregates as per specification to complete as per drawing and technical specification Clause 1204.3.
107.18
-
679.52
Supplying & filling in foundation and plinth with fine course sand in layers free from organic and materials, well watered and rammed including all cost conveyance, royality taxes all materials and all labour T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-charge.
2055
-
746.95
Supplying and fixing of RCC Guard post of 150mm dia and IM long in RCC (1:2:4) using 12 mm size h:g chips etc. complete.
104
-
824.99
Providing fitting & fixing 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 & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
37.5
-
9225.97
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)
384000
-
1.01
Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge.
56
-
43.89
Fixing anchor bars upto 28mm.to 38 mm dia at the founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge.
108
-
92.75
Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect.
187.87
-
157.81
Painting two coats including after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification under section 1700 of MORD.
1172.97
-
139.5
Earth work in ordinary soil in embankment & road etc. maximum laborotory and dry density not less than 1.44 gm / 1.52 gm / 1.65 gm per cubic centimetere in road embankments up to 3 metere/ more than 3 m high and top 0.5 m below sub grade level within all lead & lifts from approved borrow pits section of the toe of the final section of the road embankments bottopm of the pit not being cut by an imaginary lines having a slope 1:4 projected from the edge of the final section of the bank including rough dressing and breaking clods maximum 5 cm to 7 cm. and laying in layer each layer not exceeding 23 cm in depth up to required level including removal of roots, shurbs, bushes, and all foreign debris from the earth and benching the old embankment sectioning & cambering the earth work and conveyance of all materials . T&P articles required for the work completed in all respect as per specification and direction of the Engineer - in - charge
4455
-
132.39
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).
742.5
-
30.42
Providing granular sub-base using gravel having CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable berms for pre-
measurement good laterite moorum of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks, stacked at work site or at approved stacking yard spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge
1512.08
-
1011.75
Providing 75mm. compacting thickness metalling with following size of metal including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable berms for premeasurement of hard stone metal of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks,stacked at work site or at approved stacking yard spreading & laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR conveying moorum from stacks,filling the interstics spreading the same over the metalled surface in required quantities watering,including carriage of water consolidating with PRR including hire & running charges of PRR & all other machineries cost & conveyance of water T&P articles excluding the cost of metal & moorum required for the work etc. complete as per specification & direction of the Engineer-in-Charge (measurement will not be taken for quantity of filler materials, compacted thickness to be measured as 75mm. thick)
-
-
-
IRC Grade-II
401.18
-
2649.15
IRC Grade-III
401.18
-
2729.53
Providing applying Prime coat with bitumen Emulsion [SS-1] using emulsion distributor @ 0.8-0.60kg/sqm on prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503
5349
-
34.03
Providing bituminous Tack Coat of bituminous materials @ 2.5kg/ 10 Sqm on existing Bituminous surface including Cleaning the existing Bituminous surface complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501.
5349
-
36.26
Providing and laying open graded Premix Carpet of 20mm compacted thickness on prepared surface, after applying Tack Coat on the existing primed surface and applying Premix Seal Coat Type "C" comprising of application of fine aggregates premixed with bitumen binders as per MORTH Specification Clause No. 511, 503, 513 and 501 complete as per direction of the Engineer-in-Charge
5349
-
182.7
Providing and fixing of Stainless Steel BSY Sign board including cost, conveyance, taxes etc. complete as per the direction of the Engineer-in-Charge.
1
-
30000
Providing & applying premix seal coat using 0.06 cum of 6mm. Size chips & down graded as per sieve analysis & good river sand & 6.8 kg. of bitumen for for 10sqm including hire & running charges of PRR & other machicries labour, T&P required for the work cost of bitumen etc. complete as per Technical Specification & the direction of Engineer-In-Charge.
5349
-
93.03
Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.
-
-
-
1000 mm HPC including cost of hume pipe
15
-
5724.84
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