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Improvement To Dengabandha Kalabada Under R.R. R In Chikiti Block Of Ganjam District, Ganjam-Odisha

Minor Irrigation Department-MID has published Improvement To Dengabandha Kalabada Under R.R. R In Chikiti Block Of Ganjam District. Submission Date for this Tender is 14-12-2022. Irrigation Work Tenders in Ganjam Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

35065054
Corrigendum : Improvement To Dengabandha Kalabada Under R.R. R In Chikiti Block Of Ganjam District
Open Tender
Indian
Odisha
Ganjam
14-12-2022

Tender Details

Improvement To Dengabandha Kalabada Under R.R. R In Chikiti Block Of Ganjam District

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 09-Dec-2022 Date Date 14-12-2022

Key Value

Document Fees
INR 6000 /-
EMD
Refer document
Tender Value
INR 30.30 Lakhs /-

BOQ Items

Name of Work: Imp. to Dengabandha Kalabada under R.R.& R in Chikiti block
Sl. No. Item Description
1Clearing shrub jungles and uprooting stumps and small bushes and trees of below 1 meter girth on pre-measurement including removal of debris and depositing the same clear of work site with all leads, lifts and de-lifts etc., with supply of all labour and T&P required for the work etc., complete in all respect as directed by the Engineer-in-charge.
2Clearing heavy jungle including uprooting stumps of trees and trees above 1 M girth and thick bushes including bamboo premeasurement including removal of debris and depositing the same clear of work site with all leads, lifts and de-lifts etc., with supply of all labour and T&P required for the work etc., complete in all respect as directed by the Engineer-in-charge.
3Earth work in all kinds of soil with all leads and lifts to proper slope and profile as per the requirement including rough dressing and breaking clods to maximum 5cm to 7cmand laying in layers not exceeding 0.30M in depth to proper slope and profile with supply of all labour and tools and plants, all materials all taxes & supervision charges to complete the item of work as per design drawing and specification and as per the direction of the Engineer in charge.(Benching).
4Excavation in all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock & boulders exceeding 0.014 cum in volume in reservoir area by mechanical means, loading into and transportation by mechanical means and unloading the soil within initial lead of 2 Km and dumping the excavated materials away from work site including construction and maintenance and lighting of haul road including rough dressing and breaking clods maximum 5cm to 7 cm in size and including laying, spreading the useful soil not exceeding 0.030M depth upto required level in dam with proper slope and profileincluding supply of all labour, T&P as required for the work etc. complete in all respect as directed by the Engineer-in-charge (Measurement will be taken on finished approved level section).
5Excavation of foundation to proper profile in all kinds soil with all leads and lifts including dressing and leveling the bed to proper slope and level and making it fit for laying concrete including depositing the excavated materials clear of work site within all leads and lifts etc. including dewatering from foundation if required etc. with supply of all labour and T&P. required for the work etc. complete in all respect as directed by the Engineer in charge.
6Earth work in embankment using approved earth excavated by mechanical means excluding all kinds of rocks from borrow areas including loading in to and transportation by mechanical means and unloading the earth within 1Km lead on properly prepared and scientifically approved surfacewith all leads, lifts & de-lifts, spreading and levelling the earth in layers not exceeding22.5cm depth, removing the undesirable materials, breaking clods to a maximum 5 to 7 cm size including all costs to make ready for watering and compaction including construction, maintenance, watering, lighting of haul roads and borrow areas with all costs for approach road, diversion road, site illumination, mobilization, demobilization, T & P, royalty and other taxes etc. complete with all costs incidental to work as per specification and direction of Engineer-in-charge complete but excludingcost of watering and compaction etc. (measurement will be taken on the finished approved level section.1/6th volume will deducted for settlement of embankment only).
7Providing Cement Concrete M15 grade on approved surface , shape and size using 20mm and downgraded crusher broken hard granite chips aggregates of approved quality quarried, free from weathered skin surface and any other deleteriousmaterials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including hire charges of concrete mixer and vibrator with cost, conveyance, royalty and other taxes of all materials, with all cost of tools and plant, cost and carriage of wateretc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge.
8Ramming rolling the earth work by light H.R.R. to proper section and profile to all heights as directed by the Engineer-in-charge, including hire charges and running charges of H.R.R. with supply of all labour and T&P. required for the item etc. complete in all respect as directed by the Engineer-in-charge.
9Providing and removing rigid and smooth centering and shuttering for all C.C. andR.C.C. works including false work and dismentalling the same after casting and proper curing including cost, conveyance, royality and taxes of all materials required for the work with supply of all labour and T&P required for the work etc. complete in all respects as directed by the Engineer in charge. (For Foundation and Plinth)
10Providing and removing rigid and smooth centering and shuttering for all C.C. andR.C.C. works including false work and dismentalling the same after casting and proper curing including cost, conveyance, royality and taxes of all materials required for the work with supply of all labour and T&P required for the work etc. complete in all respects as directed by the Engineer in charge. (For Superstructure)
11Providing stone riprap to the slopes of earth dam and dyke with quarried and blasted granite stone boulders of sizes 0.30m and above including dumping on slopes filling interstices with small stones and wedges and packing surface to proper line and levels including fixing wave breakers complete with all leads and lifts including cost, conveyance royality and all other taxes of all materials required for the work to proper slope and level etc. with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
12Filling the foundation and plinth with sand with watering and ramming to the required condition including all cost, conveyance, royality and other taxes of all materials and including supplying of all labour and T&P required for the item etc. complete in all respect as directed by the Engineer-in-charge.
13Filling foundation and plinth with excavated earth including watering and ramming to all heights with all leads & lifts with all labour. T&P materials and labour cess as required for the work finished smooth as directed by the Engineer-in-charge.
14Collecting, conveying and stacking the good quality of gravel moorum for premeasurement in regular box heaps of 1.5MX1.5MX 0.5M to be measured as 1.00 cum and conveying from stacks and spreading and consolidation with HRR including all cost conveyance and royality etc. complete in respect as directed by the Engineer in charge.
15Providing weep holes in brick masonry / plain / reinforced concrete abutment, wing wall / return wall with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1V:20 H towards drawing force. Complete as per drawing and technical including cost, conveyance, all taxes for all the materials and supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge
16Fine dressing the slope of the embankment and turfing with best compacted dub grass sods with all leads lifts and delifts including periodical watering till survival of turfwith supply of all labour and T&P required for the work etec. Complete in all respect as directed by the Engineer in charge (Measurement is to be taken after survival of sods only)
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