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 Sapua Nallah At 4.70 Km On Talaborkote To Deopada
Description
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Contact
Tender Id
2022_CERWI_78656_6Bid Award Id
ViewTender No
Bridge Online AGL-04/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
Providing & erecting necessary plants, equipments and labour for boring holes and casting of 1200 mm dia bored cast-in-situ single under reamed RCC piles conforming to IS2911 (part-III) below the finished ground level as per drawing or as directed by the Engineer-incharge for all piles, (excepting initial test piles) with 20mm. down graded coarse aggregate, conforming to IS 383 , sand as per relevant IS specification and portland slag cement confirming to IS:455 of proportion, which is to be determined by trial mixes from approved materials at site to attend a minimum ultimate cube crushing strength of 30 Mpa at 28 days as per approved specification. Coarse and fine aggregate shall be screened and washed (if necessary) rate shall include supply and cost of all materials such as stone chips, sand, cement and bentonite with all leads and lifts of materials, layout providing and bringing all plants in position including lowering of reinforcement cage into the bore hole and placing in position, guide pipe, tie rope & casting of concrete but excluding the cost of reinforcement and its bending, binding & tying as per drawing and design including ompaction. The cost of boring holes for piles shall be ncluded in the unit rate of piles.
530.88
-
8642.08
Providing and laying Steel liner of 8mm thick in pile including Fabricating, Welding and setting out as per detailed drawing as per IS specifications and finished smooth complete as per direction of the Engineer-in-charge including cost of all materials with taxes and transportation all labour scaffolding, sundries T&P etc complete as per direction of the Engineer-in-charge as per approved specification.
68.84
-
100261.41
Supplying, Providing & laying RCC M-35 grade (cast-in-situ) in nominal mix below pile cap with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as levelling course as per drawing and technical specification section 1000, 1500 & 2100 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge
319.46
-
6673.05
Supplying, Providing & laying reinforced cement concrete M-15 grade (cast-in-situ) as per design mix prepared under relevant IS/IRC codes concrete using graded crushed stone aggregate, cement and coarse sand of approved quality and quantity in wing walls, retain walls & curtain walls as levelling course using weigh batching, mechanically mixing, vibrating, centering & shuttering, decentering secured tools & plant equipments & including all inclusive costs, all operations, contingencies incidentals involved for the finished defect free items of work complete to satisfaction but excluding cost of reinforcement complete as per drawing and technical specification Part I/II under section 1500,1700 & 2100 of MORTH specification for Road & Bridge works (4th revision) and as directed by Engineer or his representative full satisfaction.Providing PCC M15 as leveling coarse below pile caps & as per section no.1500,1700 & 2100 of Specification for road & bridge work MoRT&H (4th revision)
26.62
-
4353.7
R.C.C. of M-30 of controlled quality having minimum cube strength of 250kg./sqcm. On 150mm. Cube at 28 days with clean hard crusher broken granite chips of 12mm. Size consistent with strength & cover of concrete of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21-1987 & IS-456-1987 including hoisting, lowering & laying concrete in layers to the required thickness not exceeding 15cm. in thick & compacting each layer by means of vibrator as per direction of the Eingineer-in-charge including watering & curring & steel shuttering & finishing the exposed surface smooth, providing grooves and beads where necessary with working of pumps & other T&P machinaries as may be required for the work including cost,conveyance, royalty,taxes etc., of all materials required for the work complete in all respect including cost of all labour excluding cost conveyance of MS/TS rods labour for straightening, cutting, bending, binding & tying the grills and placing in proper position as per specification & approved drawing.
-
-
-
Abutment & Pier Shaft
106.45
-
7079.09
Wing Wall, Tie Beam & Columns
14.14
-
12957.29
Road Kerb
4.43
-
6363.13
Abutment, Pier cap & Conical Portion
9.08
-
8254.73
Dirt Wall
4.23
-
9383.34
In Superstructure
153.28
-
16838.55
Wearing Coat
22.06
-
6046.56
RCC Railing
79.84
-
2550.57
Approach Slab
18.09
-
5536.34
Providing HYSD bars confirming to approved grade F-500D 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.
1409.44
-
10507.48
Providing, fitting and fixing Strip seal expansion joint board with sealing the top with sealing compounds including cost of all materials complete as per direction of the Engineer-in-charge including cost of all materials with taxes and transportation all labour scaffolding, sundries T&P etc complete as per direction of the Engineer-in-charge as per approved specification.
31.8
-
9225.97
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 T&P etc complete as per direction of the Engineer-in-charge as per approved specification.
28
-
911.28
Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
260.29
-
1721.75
Cement washing two coat with cement to new work including scaffolding staging charges with cost, conveyance, taxes of all materials, labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge.
428
-
26.1
Finishing Bridge Proper with water proofing cement paint of approved shade on new work/old work two coats to give an even shade including scaffolding, staging charges with cost, convyeyance, taxes of all materials, labour with T&P required for the work etc. complete as per specifiation and direction of the Engineer-in-Charge.
113.23
-
80.5
Providing weep hole in plan / Reinforced concrete abutment, wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete as per drawing and technical specification and direction of Engineer in charge.
141.6
-
107.49
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 as per drawing and Technical Specification clause 1302 complete as per drawing and technical specification and direction of Engineer in charge.
34.47
-
1872.01
Providing and Backfilling manually with approved quality of sand in layers not exceeding 150mm thick including all labour charges for spreading, laying, levelling to the proper camber, cost of watering required for the work including cost, conveyance, royality and taxes of sand labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge.
307.91
-
703.51
Providing and erecting of Biju Setu Yojana 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
2
-
17438.9
Clearing and grubbing road land including rank vegitation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. all complete as per direction of the Engineer-in-charge.
800
-
5.96
Earthwork in embankment in all kind of soils from approved borrow areas and carriage by manual means with all leads & lifts and laying on properly prepared surface including spreading, levelling the earth not exceeding 22.5cm in layers, Sectioning, Watering & Compacting with PRR/ vibrator roller for finished item of work including all cost, royalty, labour, T & P article required for the work etc. Complete as per the specification and direction of the Engineer-in-Charge.
2783.25
-
268.12
Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical Specification clause 301.5 all complete as per direction of the Engineer-in-charge.
695.81
-
129.05
Construction of Granular Sub Base Gr - II by providing well graded material, stone dust 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.
121.5
-
1844.07
Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of gravel and sand as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royalty & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.
-
-
-
WBM Grade - II (with Stone Screening)
56.25
-
2221.05
WBM Grade - III (with Stone Screening)
56.25
-
2300.02
Construction of Shoulder with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 3000 m (2000-3000) m as per Technical Specification clause including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royalty & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.
75
-
764.25
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
750
-
25.24
Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)
750
-
13.19
Collecting, Supplying and laying of 20 mm thick Pre Mix Carpet including Labour using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg.penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR , bitumen mixtures, tar boilers and all other T & P articles etc. complete as per specification and direction of the Engineer-in-charge.
750
-
201.21
Labour for laying 6mm thick Precoated Seal coat type B using 0.06cum of 06 mm size and down graded as per sieve analysis and 6.80kg of bitumen per 10sqm and applying tack coat 2kg of bitumen for 10sqm including hire and running charges of P.R.R. Hot mix plant tar boiler, cost, carriage and royalty etc. complete as per direction of the Engineer in Charge.
750
-
83.51
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.
400
-
17.98
Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring & bracing removal of stumps and other deleterious material and disposal up to a lead of 50mtr, dressing of sides including watering and cost of labour and all materials etc.complete as per the direction of the Engineer-in-charge.
157.57
-
215.16
Supplying filling in foundation and plinth with sand in layers not exceeding 22.5cm (9") thick including watering and ramming with cost conveyance, royalities, taxes of the materials and labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge
50.4
-
635.01
Providing Cement Concrete 1:3:6 with 40 mm size C.B.H.G chips of approved quality from approved quarry including hoisting, lowering, laying in layers not exceeding 150 mm thick with proper packing and ramming by menas of vibrator to proper slope & level including curing with cost, conveyance, royality, taxes, labour with T& P required for the work etc. complete as per specification and direction of the Engineer in charge.
-
-
-
In Foundation
107.53
-
4732.78
In Sub Structure
123.75
-
4835.92
Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 to proper slope & level including curing with cost, conveyance, royality, taxes, labour with T& P required for the work etc. complete as per specification and direction of the Engineer in charge.
60
-
732.08
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 to proper slope & level including curing with cost, conveyance, royality, taxes, labour with T& P required for the work etc. complete as per specification and direction of the Engineer in charge.
122.97
-
1721.75
Providing and laying reinforced cement concrete pipe NP3 1000mm dia for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work
7.5
-
5543.69
Providing Cement Concrete M-15 (1:2.5:5) with 20 mm size C.B.H.G chips of approved quality from approved quarry including hoisting, lowering, laying in layers not exceeding 150 mm thick with proper packing and ramming by menas of vibrator to proper slope & level including curing with cost, conveyance, royality, taxes, labour with T& P required for the work etc. complete as per specification and direction of the Engineer in charge.
18.4
-
4789.28
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