Tender For maintenance and repair To Lining Work In Between 3700 M And 4000 M Of Rbmc In C/W Taragonia (I) Scheme At Block- Para, District- Purulia.
Tender Value
1.38 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
2 days left
EMD
2775
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Purulia → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for maintenance and repair To Lining Work In Between 3700 M And 4000 M Of Rbmc In C/W Taragonia (I) Scheme At Block- Para, District- Purulia.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof. (a) upto 150 mm. thick |
| 2 | Earthwork from borrowpits over existing embankment or for repairs to embankment, closing breaches etc.within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25cm .and roughdressing etc.complete as per profile |
| 3 | Earth work in excavation in the canals/ drainage channels/ borrowpits/ Riverbed/ slope of bank as noted below as per designed section & throwing the spoils in layers of 25cm. for making banks as per profile or to deposit the same in any other place with in an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a)Ordinary soil/ local soil/soil mixed with moorum or kankar/ silt, dryor moist / slushy silt / sticky soil. |
| 4 | 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 means. a) upto 3 m depth(iv) Without pumping out water and shoring |
| 5 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. (a) Medium sand (Grading zone-II as per IS:383-1970) |
| 6 | 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. |
| 7 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes. a) Pakur Variety |
| 8 | Hire and labour charges for shuttering with centering and necessary stsging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintel curved or straightincluding fitting fixing and striking out after completion of works (upto roof of ground floor) (when the height of a perticular floor is more then 4 m. the equivalent floor height shall be taken as 4 m. ht. shall be allowed under 12 (e) for every 4 m. to part thereof) (a) 25mm to 30mm shuttering without staging in foundation |
| 9 | Cast-in-situ cement concrete blocks or lining units as per designed section and specification, in nominal mix proporation 1:1.5:3 (corresponding to M20 Grade) with well graded 20mm down stone metal aggregate,laid in position by casting in alternative panels or otherwise to keep a gap of 12mm between the adjacent units,over a layer of polythene sheet of thickness not less than100 µm to act as a separator between the bottom surface of the block and the sand cushion / filter material laid below the blocks,including dressing, ramming, shuttering,finishing the exposed surface by trowel without adding any additional cement and sand mortar,curing and filling the gaps between the adjacent units by 5.6mm down coarse aggregate to be compacted properly,with all leads and lifts including supply and carriage of all materials, complete, without the cost of sand cushion / filter. Stone aggregates of Pakur varieties. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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