Water Resources Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Flood Protection Embankment On Brahmani Left From Dighi To Gobindpur Of Bhuban Block
Description
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Contact
Tender Id
2021_CELBB_72875_1Bid Award Id
ViewTender No
CEMKS ANG 01 of 2021-22Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://www.dowrodisha.gov.in/
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Documents
BOQ Items
Providing and laying , spreading and compacting stone aggregates with IRC grade - II material ( 63 mm to 45 mm) to WBM specification including spreading in uniform thickness , hand packing , rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber , applying and brooming using moorum as binding materials to fill up the interstices of course aggregates, watering and compacting to the required density as per clause 404 of MOSRT & H specifications for road & Bridge works (4 the Revision)with all leads , lifts and delifts including cost, conveyance, royalty of all materials etc. including labours and hire charges of T&P materials required for the work, hire and running charges of machineries and quality control test including all incidental charges with labour cess complete as per specification and direction of the Engineer-in-Charge.
1417.5
-
2208.7
Providing and laying, spreading and compacting stone aggregates to 200 mm thickness with IRC grade - III material ( 53 mm to 22.4 mm ) as per table-400-I to WBM specification including spreading in uniform thickness, hand packing , rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber , applying and brooming using moorum as binding materials to fill up the interstices of coarse aggregates , watering and compacting to the required density as per clause 401of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads , lifts and delifts including cost ,conveyance, royalty, cess etc. including labours and hire charges of T&P materials required for the work, hire and running charges of machineries and quality control test complete as per specification and direction of the Engineer-in-Charge.
1417.5
-
2287.7
Fine dressing of earth work in slope of embankment including filling of earth of rain cuts and slopes with selected earth at contractors own cost and duly compacted and trimmed to the required profile and turfing with dub sods of rectangular shape of minimum 8 to 10 cm thick with cost, conveyance by mechanical means with all leads, lifts and delifts,cess including mobilisation, demobilisation, supervision charges with cost of all other materials, approach road, diversion road, site illumination including watering the sods till survival of grass with all cost incidental to the work etc. complete as per specifications and the direction of the Engineer-in-Charge. (Measurement will be taken after survival of grass).
66050.19
-
20.2
Earth work in excavation of foundation in all kinds of soil by manual means including levelling and dressing the bed and depositing the excavated earth away from the working area with all leads, lifts, delifts, cost of labour, T and P, cess etc. complete as per direction of Engineer-in-Charge.
14161.17
-
140.5
Quarrying, Collecting, supplying blasted hard granite stone boulder of 30 cm and above size from approved quarry (other than laterite, sand stone) free from weather skin surface and other deleterious materials, packing the stones in rip raps and slope protection works in river embankments to required profile in all heights and depths including filling the interstices with small stones, wedging and hammering with 5Kg. hammer including fixing wave breakers with all cost, conveyance,labour,T and P required for the work, royalty, cess, hire and running charges of machinaries and transportation of all materials of approved quality with all leads, lifts, delifts handling and re-handling charges including all other incidental charges required to complete the work as per the specification and direction of the Engineer-in-charge. (Measurement will be taken on finished level sections)
10537.55
-
1536.6
Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars cutting, bending of designed diameters and placing in position for fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessary with all leads, lifts and delifts.with all labour, T&P, cess complete including cost, conveyance of steel and binding wires complete and as per the direction of Engineer-in-Charge.
-
-
-
8 mm Dia
85.74
-
8024.4
10 mm Dia
10.46
-
7895.2
12 mm Dia
393.86
-
7861.35
16 mm Dia
811.84
-
7857.05
20 mm Dia
420
-
7855.1
Providing form work for concrete with F2 finish for all permanently exposed surfaces not prominently exposed to public view with steel shutters or plywood shutters including supply of rigid tie and supports with all labour material, cess and T&P complete as per direction of Engineer-in-Charge. (Abrupt surface irregularities over 5 mm & gradual over 10 mm measured with 1.50 mtr template is not permitted)
3215.7
-
680.64
Providing form work for concrete with F1 finish for upstream faces of dam,spillway,glacis of barrages,unexposed surfaces of foundation,block joints etc. with steel shutters rigidly fixed and removal forms and making good to the surfaces where necessary with all labour, material , cess and T&P etc.complete as per direction of Engineer-in-Charge.
262.89
-
646.45
Supplying, driving and fixing Z type sheet pile up to maximum depth of 6.00 mtr. including hire and running charges of driving machine and all labour charges with interlocking sheet piles including cost, carriage, handling, loading and unloading of sheet pile to worksite including welding whereever necessary to form a water tight cut off and including all incidental charges, cess complete as per approved drawing and specification as per direction of Engineer-in-Charge.
1258.65
-
8257.7
Providing double under reamed pile foundation of 500 mm dia of 12 m long from the specified level made of RCC M25 grade using 20 mm downgraded size black CBHG chips including cost of boring but excluding the cost of steel and labour charges for cutting, bending and binding of steel including curing for specified period with cost ,T&P,conveyance, royalty, cess etc.all complete as per drawing and specification and as per the direction of Engineer-in-Charge.
210
-
19906
Providing & laying cement concrete conforming to M-15 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position,compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, supplying T&P, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.
269.59
-
4363.7
Providing & laying cement concrete conforming to M-25 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position,compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, supplying T&P, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.
80.74
-
5055.55
Providing & laying Reinfoced cement concrete (RCC) conforming to M-25 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for RCC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position,compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, supplying T&P, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.
1895.39
-
5055.55
Filling foundation and plinth with excavated materials by mechanical/manual means and laying in layers duly compacted, watering including cost, T&P, carriage, royalty with all leads, lifts, delifts, cess all complete as per drawing and specification and as per the direction of Engineer-in-Charge.
4098.79
-
77.06
Providing contraction joints by installation of two line of Z-type copper sealing strips including cost, conveyance of all materials etc. complete as per the directio of Engineer-in-Charge.
75.2
-
6325.05
Providing and fixing of Weep Holes in Plain Concrete / RCC in abutment, wing wall and return wall etc. with 100 mm Dia AC pipes extending through full width of structure in slope of 1V:20H towards drawing face using cement mortar (1:3) with cost of all materials, T & P,curing, royalty,cess etc. all complete as per drawing and technical specification and direction of the Engineer-in-Charge.(Measurement to be taken on finished section only)
158.4
-
110.45
Construction of R.C.C. railing of M-25 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion as per approved design, complete includign all cost, conveyance, royalty, cess and labour & hire charges of machinery involved for the completion of item of work as per direction of Engineer-in-Charge.
61.7
-
1912.75
Grouting approns and revetments 23 cm deep with cement concrete M15 with 20 & down graded hard granite crusher broken chips etc. complete including all cost, conveyance, royalty, cess and labour & hire charges of machienry involved for the completion of item of work as per direction of Engineer-in-Charge.
201.6
-
238.4
Quarrying, Collecting, supplying blasted hard granite stone boulder of atleast 30 cm and above size and 0.028 cum in volume from approved quarry (other than laterite, sand stone) free from weather skin surface and other deleterious materials dumping the stones in rip raps,spur, and slope protection works including surface packing in all heights and depths including filling the interstices with small stones ,wedging and packing surface to proper line levels including fixing wave breakers with all cost, conveyance,labour,T and P required for the work, royalty, cess of all materials of approved quality with all leads, lifts, delifts including dumping in water, hire charges of boat with boatman and, lunch with driver and all other incidental charges etc. complete as per specification and direction of the Engineer-in-charge.(Measurement to be taken in level section & 1/6th voids will be deducted from the finished level section and payment will be made to the quantity so arrived between the stack measurement and level section after deduction of 1/6th voids, which ever is less)
41196.25
-
1171.7
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