Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Over Barabanka Nallah At 3rd Km On Pwd Road To Barabanka Ps Road
Description
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Contact
Tender Id
2021_CERWI_75233_2Bid Award Id
ViewTender No
Bridge Online AGL-18/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Earth work in excavation of foundation in soft rock with boulders with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge,
-
-
-
Soft Rock
168.29
-
112.89
Earth work in excavation of foundation in soft rock with boulders with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge,
-
-
-
Hard Rock
84.15
-
175.61
Cement concrete 1:3:6with 4cm. size crusher broken hard granite metal of approved quality from approved quarry including hoisting, lowering & laying in position in layers not exceeding 15cm. thick with proper packing & ramming by means of vibrator to proper slope & level including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all materials required for the work including supplying & working of pumps & all other materials required for the work, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in -Charge, providing grooves & beads where necessary etc. complete in all respect.
-
-
-
Below Foundation
124.59
-
4721.02
Retaining wall including Shuttering and centering
36.54
-
4825.48
Cement concrete of (M-15) 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 20 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.
-
-
-
Below foudation
28.57
-
4381.79
Including Shuttering and centering
171.24
-
4488.49
Cement concrete of Nominal Mix 1:2.5:5 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 20 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.
-
-
-
In Foundation
5.48
-
4725.96
In Sub structure
50.96
-
4830.42
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 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)
-
-
-
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)
-
-
-
Wing wall
4.87
-
14638.25
Approach slab & wearing coat
33.76
-
5653.38
Pier & Abutment in Foundation
204.7
-
5762.67
Pier & Abutment Above bed
169.11
-
7577.14
Pier & Abutment Caps
5.93
-
8989.36
DIRT WALLS
2.48
-
10345.1
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 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)
-
-
-
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)
-
-
-
RCC Railing & Post
4.48
-
7270.38
Deck Slab and oher superstructure
132.78
-
7436.11
Road Kerb
6.6
-
8605.22
Supply of HYSD bars confirming to grade S-415 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)
485.1
-
9012.22
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. including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.
49.06
-
629.65
Rough stone dry packing in approns & revements of designed thickness on slope 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
361.77
-
1697.34
Providing and laying filter media with granular crushed 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.
45.55
-
2110.94
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.
128.4
-
107.27
Backfilling behind abutment, wing wall and return wall with sandy material complete as per drawings & technical specification Clause 1204.3.8 including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.
220.95
-
629.65
Filling in foundation of headwall and return wall with sandy material complete as per drawings & technical specification Clause 1204.3.8 including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.
121.26
-
363.91
Providing , fitting, fixing expansion joints including all cost, carriage etc complete including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.
24.45
-
9225.96
Providing , fitting, fixing tar papers including all cost, carriage etc complete including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.
18.59
-
14.61
Grouting approns and revetment 23mm deep with cement concrete (1:3:6) with using 25mm size hg metal etc complete including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.
327.06
-
274.46
Providing and Laying of complete assembly of strip seal expansion joint comprising of edge beams, anchorage, strip seal element andcomplete accessories as per approved specifications and drawings.
24.45
-
12660.89
Providing and erecting of Biju Setu Yojana (BSY) Main informatory sign board (MIB) of retro-reflective sign boards as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 1.44 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
1
-
17282.98
Providing and erecting of Biju Setu Yojana (BSY) Main informatory sign board (MIB) of retro-reflective sign boards with Stainless steel as per approved design firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
1
-
25000
Finishing wall surface of walls with cement based wall putty (Water based) of approved make and finished smooth and even surface to receive painting including cost of all materials, labour T&P etc required for the work complete.
139.78
-
72.25
Finishing railling ,wall and Deck with weather coat two coat with approved quality with approved shade in wall including cost conveyance royalty and taxes of all materials and labour required for the work etc, including cost of paint etc complete as per specification and direction of the EIC
497.58
-
126.21
Approach Road
-
-
-
Clearing and Gurbing road land including up rooting wild vegitation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking servicable materials to be used complete in all respect as per specification & direction of the Engineer-in-charge
2115.6
-
1.91
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( 5extra lead)
-
-
-
IN mechanical means
366.32
-
132.38
In manual means
3011.92
-
253.48
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
253.49
-
658.81
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)
-
-
-
A) Grade -II materials (63-45mm size )
72.56
-
2185.36
B) Grade -III materials (53-22.4mm size )
72.56
-
2516.64
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
967.5
-
24.26
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.
967.5
-
14.7
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
967.5
-
175.99
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.
967.5
-
72.27
Fine dressing & turfing to the slope of the road embankment with compact dub grass transported by mechanical means for finished items of work Including all labours T&P required for the work etc. complete. as per specification & direction of Engineer-in-Ch
1290
-
18.69
Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (M-20) using 12 mm size h.g chips etc. complete. including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.
64
-
608.89
Providing and laying rainforced cement concrete pipe NP 3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1.2 but excluding excavation, protection works, back filling, concrete and masonary 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.
-
-
-
1000 mm HPC including cost of hume pipe
15
-
5092.59
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