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Improvement To Draiange System Of Badua Nalla Under Aska Block Earthwork, Cement Concrete, Reinforced Cement Concrete And Rr Stone Works, aska, Ganjam-Odisha

Water Resources Department-WRD has published Improvement To Draiange System Of Badua Nalla Under Aska Block Earthwork, Cement Concrete, Reinforced Cement Concrete And Rr Stone Works. Submission Date for this Tender is 22-12-2021. Drainage Tenders in aska, Ganjam Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

30181671
Improvement To Draiange System Of Badua Nalla Under Aska Block Earthwork, Cement Concrete, Reinforced Cement Concrete And Rr Stone Works
Open Tender
Indian
Odisha
aska, Ganjam
22-12-2021

Tender Details

Improvement To Draiange System Of Badua Nalla Under Aska Block Earthwork, Cement Concrete, Reinforced Cement Concrete And Rr Stone Works

Key Value

Document Fees
INR 10000 /-
EMD
Refer document
Tender Value
INR 3.11 Crore /-

BOQ Items

Name of Work:Improvement to drainage system of Badua Nalla under Aska Block.
Sl. No. Item Description
1Clearing shrub jungles uprooting stumps and small bushes and trees below 1 m girth on pre-measurement.materials and stacking of serviciable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness including cess etc. complete as perdirection of the Engineer-in-charge.
2Excavation 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.
3Filling in foundation and plinth with sand well watered and rammed in layers including cost, conveyance, royalty, loading and unloading and cess etc. complete as per drawing and direction of the Engineer-in-charge.
4Providing rigid centering andshuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs barrages and dam block including cost of all materials, labour , T&P, cess etc complete as directed by the 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 walls & fins including attached pillasters.
7R.C.C Roof Slabs.
8Cement 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.
9Cement concrete M-15 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.
10CC M- 20 grade with crushed hard granite coarse aggregate 20mm downgraded of approved quality for R.C.C workmixing by concrete mixer & placing manually including all leads, lifts, & delfts compacting with vibrator including cost, conveyance, royalty, loading & unloading of all materials including curing, cess etc. complete as per direction of Engineer-in-charge.
11Filling 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.
12Rough stone dry packing in aprons and revetments with H.G. broken stone of30 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.
13Providing weep holes in plain concrete, abutment, wing wall / return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing force complete per direction of the Engineer in charge.
14Excavation 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).
15Excavation 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)
16Grouting approns and revetments 23 cm deep with cement concrete (1:4:8) with 2.5 cm broken granite metal including cost, conveyance, royalty, loading and unloading of all materials including curing & cess etc. complete as perdirection ofthe Engineer-in-charge.
17Fine dressing and turfing with one extra lead over initial lead of 50 m and 1.5 m initial lift as per the direction of the Engineer-In-charge.
18Laying and fixing in position reinforced cement concrete NP-3 hume pipes of size 900mm diameter with collars jointed with cement concrete 1:3 complete with cost, conveyance, royalty, loading and unloading of all materials and labour required including cess etc. complete including cost, conveyance of hume pipes and collars etc. complete as per direction of the Engineer-in-charge.
19RCC M- 25 grade with crushed hard granite coarse aggregate 20mm downgraded of approved quality for R.C.C workmixing by concrete mixer & placing manually including all leads, lifts, & delfts compacting with vibrator including cost, conveyance, royalty, loading & unloading of all materials including curing, cess etc. complete as per direction of Engineer-in-charge.
20Supplying ,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.
21Collecting & supplying good quality moorum including stacking at work site in regular box heaps of size (1.5x 1.5 x 0.5m) to be measured as one cum including conveying from stacks and spreading moorum in road surface in uniform layers including watering and consolidation with H.R.R. with all leads, lifts and delifts, cost conveyance, royalty , taxes etc of all materials, all labour charges, T&P, welfare cess etc complete as directed by the Engineer in charge.
22Random 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.
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