Wbiw / Ee / Ndid / E-Nit- 04 / 2022-23 / 2 Maintenance And Repairing To Left Bank Of Burimondol Canal By Removing Of Damaged Ghera Hume Pipe Culvert At Village Ghera Under Gulandar I Gp In Block And Ps Itahar Dist Uttar Dinajpur
Tender Overview
Project Description
Wbiw / Ee / Ndid / E-Nit- 04 / 2022-23 / 2 Maintenance And Repairing To Left Bank Of Burimondol Canal By Removing Of Damaged Ghera Hume Pipe Culvert At Village Ghera Under Gulandar I Gp In Block And Ps Itahar Dist Uttar Dinajpur
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. (II) By Mechanical Means. a) Cement Concrete |
| 2 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD.(c) Above 900 mm dia Hume pipe |
| 3 | Loading, unloading and stacking by Manual Means.A. Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard etc. as directed including carriage by head load up to a lead of 50.00 m at each of the twopoints .(j) R.C.C. pipes , C.I. pipes and unreinforcedCement pipes . iii) 1000, 11000 & 1200 mm dia |
| 4 | Carriage of R.C.C. spun pipe and collars over pucca road (the rate per metre of pipe shall apply to per metre length of respective collars also).Carriage of RCC pipes over pucca road upto1200 mm diameter.a)Any Distanceup to 5 km. |
| 5 | Above 5 km up to 10 km (per km). |
| 6 | Above 10 km up to 20 km (per km). |
| 7 | emoving earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site. |
| 8 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches,leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual meansI. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.a) upto 3 m depth(i) With pumping out water including shoring as required. |
| 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (f) 25 mm to 30 mm shuttering without staging in foundation |
| 10 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 11 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. |
| 12 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking.A) Beyond 500 metre and upto 1.00 km |
| 13 | B) Beyond 1.00 km and upto 2.00 km |
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