}

Tender For Ward-06, Delhi Road, In Mohkampur Saraswati Industrial Area, Through Meerut Hosiery Wali Gali And Hrs Company Puncture Fabrication, Till The Main Road, C.C. Road Work On Both Sides Of The Park - Dismantling Brick Work Or Stone Work In Lime Or C, meerut-Uttar Pradesh

Meerut Municipal Corporation has published Tender For Ward-06, Delhi Road, In Mohkampur Saraswati Industrial Area, Through Meerut Hosiery Wali Gali And Hrs Company Puncture Fabrication, Till The Main Road, C.C. Road Work On Both Sides Of The Park - Dismantling Brick Work Or Stone Work In Lime Or C. Submission Date for this Tender is 28-07-2025. Road Work Tenders in meerut Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

50000508
Tender For Ward-06, Delhi Road, In Mohkampur Saraswati Industrial Area, Through Meerut Hosiery Wali Gali And Hrs Company Puncture Fabrication, Till The Main Road, C.C. Road Work On Both Sides Of The Park - Dismantling Brick Work Or Stone Work In Lime Or C
Tender
Indian
Uttar Pradesh
Meerut
28-07-2025

Tender Documents

Tender Details

Tender For Ward-06, Delhi Road, In Mohkampur Saraswati Industrial Area, Through Meerut Hosiery Wali Gali And Hrs Company Puncture Fabrication, Till The Main Road, C.C. Road Work On Both Sides Of The Park - Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). S.i 692 2 Excavation in foundation in water and liquied mud includinglift upto 1.50 M. And lead upto 30 M. And including filling watering and ramming of excavated earth into the trenches or into the space between the buildingand the sides of foundation trenches or in to the plinth and removel and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches.including water and liquied mud +All comp of work90+25%=112.50 3 Disposal of malba upto 8 km distance from work site +all comp.of work 4 Concrete with 4 cm. gauge Brick Ballast fine sand of 1.25 F.M. and cement in proportion are 12:6:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work SI no.273. 5 M-150 brick work in 1:4 one cement and four course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the work S.I No.305 a 6 12 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc. SI No.584 (A) 7 Cement Concrete with 2.0 cm. gaug;e Approved stone grid coarse sand & cement in the proportion of 4:2:1 including , T&P etc. S.I. 279 (a) 8 RCC 1:1.5:3 in cement coarse sand and grit 2 cm. gauge. As SI 284 A 9 Mild steel or iron such as in plane reinforcement concrete. 10 constuction of granular sub base by providing coarse graded material ,spreading in uniform layer with mortar grader on prepared surface mixing by mix in place methad with roavatar at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 11 providing laying and53mm to 22.4mm size stone aggregate. compction 12 Laying spreading and consolidation of 12 cm (loose) thick coat of stone ballast but excluding roller charge As per SI no755 b 13 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels.rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant,dowel bars, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.(M-20)Same as above but when thikness of CC is less then 20 cm. (without dowel Bar) 14 Trimix for C.C. road etc.including hire & fuel charges of floater + all comp.of work 15 Providinghardner on C.C. road surfaceetc all comp.of work 16 Providing Groov cutting including providing and Laying Bituminousetc all comp.of work 17 Supply & fixing of sign board at site proper completion of work 18 Deduction cost of old bricks 19 Deduction cost of old bricks bats

Key Value

Document Fees
INR 5900 /-
EMD
INR 1040850.0 /-
Tender Value
INR 1.68 Crore /-

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