Rural Development Department Tender
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Costs
EMD
₹ 10,76,777Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_125743_1Bid Award Id
ViewTender No
TenderOnline CC-17 of 2023Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
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In all kinds of Soil(upto 10m depth)
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i) For 7.5m dia abutment wells
12.6
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ii) For 6.5m dia. pier wells
8
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Construction of 7.5m. Dia R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge.
9
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Construction of 6.5m. Dia R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge.
7.51
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Construction of 7.5m. Dia R.C.C well sinking in hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge.
1.2
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Construction of 6.5m. Dia R.C.C well sinking in hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge.
1.2
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PCC M-15 grade with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge.
260.63
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PCC M-15 grade for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
39.67
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R.C.C. of design mix of M-25 grade 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 150mm x 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/RC 216/1987/IRC-78/1983 using crusher broken hard granite coarse aggregate of 40mm size & down graded as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportiion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum qantity of cement confirming to codal provision including hoisting, lowerring & laying cocrete 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 whereever necessary including cost, conveyance royaltities of all materials 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 straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works).
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Well Curb
69.21
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Well Steining
226.22
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Well Cap
231.75
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Abutment and Pier Shaft
235.24
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RCC Railing & Post
167.32
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Retaining Wall & Wing Wall
85.12
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R.C.C. of design mix of M-20 grade 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 150mm x 150mm cubes at 28 days curring 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, lowerring & laying cocrete 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 whereever necessary including cost, conveyance royaltities and all other & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties 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 Steining
388.72
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Appraoch Slab
17.33
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R.C.C. 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 150mm x 150mm cubes at 28 days curring 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 coarse 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, lowerring & laying cocrete 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 whereever necessary including cost, conveyance royaltities of all materials with all lead & lifts, cost of all labour, T&P & machinaries 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 straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works)
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Abutment and Pier Cap
11.79
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Dirt Walls
13.59
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Superstructure & Deck slab
318.25
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Wearing Coat
47.06
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Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawings and technical specifications complete in all respect as per section 900,1000, 1600,2100,2200 & 2300 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1677.8
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Supplying,Testing, fitting, fixing in position Neoprene bearing as per approved design & specification including fixing with resin including cost conveyance 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 & should be tested before use( test certificate to be furnished)
307200
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Cement concrete (1:3:6) in foundation & plinth using 4cm size hand broken hard 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 including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance & royality 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 providing groove & beads where necessary complete in all respects.
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Below approach Slab
110.01
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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 per direction by the Engiener-in-charge.
42
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Supplying and fixing of RCC Guard post of 150 mm dia and 1m long as required as per drawing in RCC (1:2:4) using 12 mm size h.g chips etc. complete.
104
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Fixing anchor bars upto 25mm to 38mm dia to the founding level at rock strata as per approved design including cost. Conveyance 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 postition as per specification & direction of Engineer-in -charge.
88
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Providing weepholes in brick masonry / stone masonary , 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 1 (V) :20(H) towards drawing face complete as per drawing and techinical specificaiton and the direction of the Engineer-in-Charge
120
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Provoding and laying filtermedia with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall as per clause no 1204.3.8 of Mord specification including cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge.
120.09
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Painting two coats over a coat of priming on concrete surface by using water based cement paint of approved quality including cost of all matrials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of the Engineer- in- Charge.
775.71
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Leveling the hard rock surface under wells for piers, abutments and wings under water as per specification & direction of Engineer-in -charge.
299.23
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Strip seal expansion joint as per MoRTH and specification including cost, conveyance of all materials, labour charges, T& P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
30
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Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
274.03
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Back filling behind abutment ,wing wall & return wall with hard granite stone boulders grouted with sand including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
1057.82
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Back filling with granular material by using moorum behind the abutment and wing wall including cost, conveyance and royality of all materials & cost of all labour & T&P reuired for the work complete (measurement will be taken for compacted section) as per specification and direction of Engineer-in-charge.
237.79
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Routine Maintenance (Including all Taxes and Duties)
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Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
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For 1st Year
1
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For 2nd Year
1
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For 3rd Year
1
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For 4th Year
1
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For 5th Year
1
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Evaluation Notes How It Works ?
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