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Tender For Improvement To Storm Water Drainage System Of Durgabazaar Nalla Passing Through Daspalla Smart Park Outfalling To Kuanria River In Daspalla Constituency, Khordha-Odisha

Water Resources Department-WRD has published Tender For Improvement To Storm Water Drainage System Of Durgabazaar Nalla Passing Through Daspalla Smart Park Outfalling To Kuanria River In Daspalla Constituency. Submission Date for this Tender is 16-03-2023. Drainage Tenders in Khordha Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

36538185
Tender For Improvement To Storm Water Drainage System Of Durgabazaar Nalla Passing Through Daspalla Smart Park Outfalling To Kuanria River In Daspalla Constituency
Open Tender
Indian
Odisha
Khordha
16-03-2023

Tender Details

Improvement To Storm Water Drainage System Of Durgabazaar Nalla Passing Through Daspalla Smart Park Outfalling To Kuanria River In Daspalla Constituency Earthwork, Cement Concrete, Reinforced Cement Concrete And Rr Stone Works

Key Value

Document Fees
INR 10000 /-
EMD
INR 388359.0 /-
Tender Value
INR 3.88 Crore /-

BOQ Items

Name of Work: Improvement to storm water drainage system of Durgabazaar Nalla passing through Daspalla Smart Park outfalling to Kuanria River in Daspalla Constituency.
Sl. No. Item Description
1Excavation offoundation in all kinds of soil including dressing and leveling the bed andsides of foundation and disposal of the excavated materials with all leads, lifts and delfts & breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.30m in depth including dewatering, shoring and shuttering including cess etc. complete as perdirection of the Engineer-in-charge.
2Cement concrete M-15 grade with crushedhard granite coarse aggregate 40mm downgraded of approved quality mixing by concrete mixer and placing manually, with all leads, lifts and delifts, compacting with vibrators including cost, conveyance, royalty, loading and unloading of all materials including curing & cess etc. complete as perdirection ofthe Engineer-in-charge.
3Cement concrete M-25 grade with crushedhard granite coarse aggregate 20mm downgraded of approved quality mixing by concrete mixer and placing manually, with all leads, lifts and delifts, compacting with vibrators including cost, conveyance, royalty, loading and unloading of all materials including curing & cess etc. complete as perdirection ofthe Engineer-in-charge.
4Supplying ,fitting including straightening, cutting, bending & binding the M.S/Tor reinforcement for R.C.C work and tying the grills and placing in position including cost, conveyance of MS /Tor rod and binding wire 18 to 20 gauge, loading, unloading including cess etc. complete as per direction of Engineer-in-Charge.
5Rigid & smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost. Conveyance of all materials including cess and labour etc. complete as per direction of the Engineer –in –Charge.
6R.C.C foundation, plinth bend & footing bases of columns etc.
7R.C.C walls & fins including attached pillasters.
8Rough stone dry packing in aprons and revetments with H.G. broken stone of15 cm & above size to proper line and level with all leads, lifts and delfts, cost, conveyance, royalty, loading and unloading of all materials and labour required including cess etc. complete as per direction of the Engineer - in - Charge.
9Providing weep holes in brick masonry/ plain/ Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing including cost, conveyance, royalty, loading and unloading of all materials & cess etc. complete as perdirection ofthe Engineer-in-charge.
10Filling in foundation & plinth with excavated materials conveying with all leads, lifts & delfts & well watered and rammed in foundation trench with cess etc complete as per direction of the Engineer-in-charge.
11Random rubble hard granite stone masonry in sand grouted in foundation & plinthwith all leads, lifts & delfts & well watered and rammed in foundation trench including cost, conveyance, royalty, loading and unloading of all materials with cess etc complete as per direction of the Engineer-in-charge.
12Fine dresshing of earth work in slopes includingfilling of rinscuts and slope with suitable earth duly compacted and trimmed to the required profile and turfing the surface with dub grass sods 8 cm. To 10cm thick with 4 extra lead amd 1 extra lift with intial lead and lifts etc.Including laying and trimming to from a level and compact suface in the line with the slopes and grade of embankment section including watering until the luxuriant green growth of grass complete with labour welfare cess and a per the direction of the engineer-in-Charge.
13Excavation in both wet and dry condition by mechanical means of all kinds of soil including stony earth, gravel & moorum etc. inter spread with boulders up to 1/2 cum size with all leads, lifts & delftsincluding trimming of slopes & bed to design section & depositing the excavated materials away on both side of the drain including spreading, leveling the earth in layers not exceeding 22.5 cm including hire & running charges of all machineries, T& P, cess etc. complete as per direction of the Engineer-in-charge. (Measurement will be recorded in level section only).
14Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within lead of 1 Km on properly prepared and scientifically approved surface for construction of embankment including spreading and leveling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dam and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area including royalty of earth etc. complete as per the direction of Engineer-in-charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition)
15Quarrying, collecting & supplyinggood quality moorum and sand from aprroved quarry and stacking the same at work site or at approved stack yard for premeaurement in regular box heaps of 1.50m x1.50m x0.50m to be measured as one cum and conveying from premeasured stacks and mixing the sand and moorum in required propostion (30:70) to from the admixture and spreading the admixture over the prepared surface not exceeding 100mm in layers to required thickness including watering and compactcting to requireddensity with P.R.R including cost,Conveyance,royality and all othertaxes of all materials and cost of lobour,T&P required and all the work including hire & running chargeas of machineris with all leads, lifts and delifts and lobour welfare cess etc. complete in all respects and as per specification and as per direction of the Engineer-in-charge.
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