Tender For Repair And Maintenance Of Infrastructure Assets In R-Iii Division During 2026-27Sh:- Leveling Of Back Lane By Laying Rmc And Repairing Of Washed Stone Grit Plaster At E Block, F Block & D-Ii/C Flats Moti Bagh Under R-Iii Division.
Tender Value
15.41 Lakhs
Estimated cost
Bid Submission
11 Sep 2026
9 days left
EMD
30838
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
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair And Maintenance Of Infrastructure Assets In R-Iii Division During 2026-27Sh:- Leveling Of Back Lane By Laying Rmc And Repairing Of Washed Stone Grit Plaster At E Block, F Block & D-Ii/C Flats Moti Bagh Under R-Iii Division.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as perdirection of Engineer - in - charge. Nominal concrete 1:4:8 orleaner mix (including equivalent design mix) |
| 2 | Dismantling stone slab/C.C Slab flooring laid in cement mortarincluding stacking of serviceable material and disposal ofunserviceable material within 50 metres lead. |
| 3 | Taking out existing CC interlocking paver blocks fromfootpath/central verge, including removal of rubbish etc.,disposal of unserviceable material to the dumping ground, forwhich payment shall be made separately and stacking ofserviceable material within 50 metre lead as per direction ofEngineer-in Charge. |
| 4 | Taking out existing kerb stones of all types from footpath/central verge, including removal of mortar etc., disposal ofunserviceable material to the dumping ground, for whichpayment shall be made separately and stacking of serviceablematerial within 50 metre lead as per direction of Engineer-in-Charge. |
| 5 | Providing and laying at or near ground level factory made kerbstone of M-25 grade cement concrete in position to the requiredline, level and curvature, jointed with cement mortar 1:3 (1cement: 3 coarse sand), including making joints with or withoutgrooves (thickness of joints except at sharp curve shall not tomore than 5mm), including making drainage opening whereverrequired complete etc. as per direction of Engineer-in-charge(length of finished kerb edging shall be measured to calculatevolume for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in-charge). |
| 6 | Laying at or near ground level old kerb stones of all types inposition to the required line, level and curvature, jointed withcement mortar 1:3 (1 cement : 3 coarse sand), including makingjoints with or without grooves (thickness of joints, except atsharp curve, shall not be more than 5 mm), including makingdrainage opening wherever required etc. complete as perdirection of Engineer-in-charge. (Length of finished kerb edgingshall be measured for payment). (Old kerb stones shall besupplied by the department free of cost) |
| 7 | Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workup to plinth level : 1:5:10 (1 cement : 5 manufactured sandderived from Recycled Concrete Aggregate (RCA) : 10 gradedstone aggregate 20 mm nominal size Recycled Aggregate (RA) |
| 8 | Providing & laying in footpath and pavement etc. factory madeprecast cement concrete slab of size 400mmx400mmx50mm ofdesign mix CC of M-30 grade manufactured in joint less mouldson vibration table and finished smooth as per shape, size andpattern over a base of 12mm thick average cement mortar 1:5(1cement:5coarse sand) and having joints not exceeding 10mmthick filled with cement mortar 1:5 (1cement:5coarse sand) andneatly finished etc complete as per the direction andinstructions of Engineer in charge. (Nothing extra shall be paidto be contractor for laying slabs in approved pattern in usingprecast slabs of required shapes at end of footpath). |
| 9 | Relaying in footpath and pavement etc factory made precastcement concrete slab of size 400X400X50 mm of design mix CCof M-30 grade manufactured in joint less moulds on vibrationtable and finished smooth as per the shape, size and patternover a base of 12 mm thick (average) cement mortar 1:5 (1cement:5 coarse sand) & having joints not exceeding more than10 mm thick (avg.) filled with cement mortar 1:5 (1 cement :5coarse sand) and neatly finished etc. complete as per directionand instruction of Engineer-in-charge (nothing extra shall bepaid to the contractor for laying, slabs in approved pattern andusing precast slabs of required shape at the end of footpath.) |
| 10 | Providing and laying 60 mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size,design & shape, laid in required colour and pattern over andincluding 50 mm thick compacted bed of coarse sand, filling thejoints with line sand etc. all complete as per the direction ofEngineer-in charge. |
| 11 | Laying old cement cocrete interlocking paver blocks of anydesign/ shape laid in required line, level, curvature, colour andpattern over and including 50 mm thick compacted bed ofcoarse sand, filling the joints with fine sand etc. all complete asper the direction of Engineer-in-charge. (Old CC paver blocksshall be supplied by the department free of cost). |
| 12 | Centering and shuttering including strutting, propping etc. andremoval of form for Foundations, footings, bases of columns, etc.for mass concrete |
| 13 | Providing and laying C.C. pavement of mix M-25 with readymixed concrete from batching plant. The ready mixed concreteshall be laid and finished with screed board vibrator , vacuumdewatering process and finally finished by floating, broomingwith wire brush etc. complete as per specifications anddirections of Engineer-in-charge. (The panel shuttering workshall be paid for separately). (Note:- Cement content consideredin this item is @ 330 kg/cum. Excess/ less cement used as perdesign mix is payable/ recoverable separately). |
| 14 | Forming Groove in Cement Concrete of any grade forcontraction/expansion, construction & longitudinal joints of size10 mm wide x 50 mm deep by groove cutting machine, providingand filling joints with approved joint filler and sealants, completeall as per direction of Engineerin- charge (Item of joint fillers,sealants to be paid separately). |
| 15 | Providing and filling in position rubberized bitumen hot sealingcompound for sealing of expansion joints in roads / pavementsall complete as per direction of the Engineer-in-Charge. |
| 16 | Dismantling of Washed stone grit plaster panels with groove onexterior walls height upto 10 metre above ground level, skirtingraking out joints and cleaning the surface for plaster includingdisposal of rubbish to the dumping ground within 50 metreslead. |
| 17 | Washed stone grit plaster on exterior walls height upto 10 metreabove ground level, in two layers, under layer 12 mm cementplaster 1:4 (1 cement : 4 coarse sand ), furrowing the underlayer with scratching tool, applying cement slurry on the underlayer @ 2 Kg of cement per square metre, top layer 15 mmcement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stonechipping 10 mm nominal size), in panels with groove all aroundas per approved pattern, including scrubbing and washing thetop layer with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer-incharge(payment for providing grooves shall be made separately |
| 18 | Forming groove of uniform size in the top layer of washed stonegrit plaster as per approved pattern using wooden battens,nailed to the under layer, including removal of wooden battens,repair to the edges of panels and finishing the groove completeas per specifications and direction of the Engineer-in-charge :15mm wide and 15 mm deep groove |
| 19 | Disposal of building rubbish / malba / similar unserviceable,dismantled or waste materials by mechanical means, includingloading, transporting, unloading to approved municipal dumpingground or as approved by Engineer-in-charge, beyond 50 minitial lead, for all leads including all lifts involved. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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