Tender For Construction Of A Precast Reinforced Cement Concrete Retaining Wall Near The Kirti Palace Gate In Ward No. 14, Jagrati Vihar.
Tender Value
67.64 Lakhs
Estimated cost
Bid Submission
24 Sep 2026
9 days left
EMD
5.38 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Meerut → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A Precast Reinforced Cement Concrete Retaining Wall Near The Kirti Palace Gate In Ward No. 14, Jagrati Vihar.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) All kinds of soil.(b) In or under foul position, including pumping out water as metre required |
| 2 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 3 | Dewatering with centrifugal pump with POL and pump opretor for 8 working Hour per Day. (Rate Rs. 40.00 Per Hour/Per HP) |
| 4 | Providing & supply gunny bags including cost of sand and stitching of bags and laying in position. |
| 5 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level level1:2:4 (1 Cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 9 | Providing, Transporting, Hoisting and fixing above plinth level precast reinforcement cement concrete ready mix/ site batched design mix cement concrete for reinforced cement concrete work using coarse aggeregate and fine aggeregate arrived from natural sources, ordinary portland/pozolona / portland slag cement admixuture in recommended proportion as per IS 9103 to accelerate/ retard setting of concrete to improve durebility and workability without impairing finishing but excluding reinforcement as per direction of Engineer-in-charge for following grad eof concrete of M-30 grade with minimum contant of 350 kg/ Cum Note: Extra cement upto 10% ofr minimum specified cement contant in design mix shell be payable seprately. In case cement contant design mix is more than 110% of the specified minimum cement contant the contractor shall have discretion to either redesign the mix or bear the cost of extra . |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In stringers, treads, landings etc. of staircases, including useof chequered plate wherever required, all complete |
| 12 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m ..... covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. |
| 13 | S/ fixing of water conection or others All comp of work etc |
| 14 | Supplying & fixing of black grannite stone sign board with cutting of Given maters As per direction of l/E in all complete. (Market rate) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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