Indian Tenders

Tender Notice

TDR 55323936
Tendering Authority New Okhla Industrial Development Authority
Tender No 43/GM/SM(WC-2)/CB/ET/2025-26
Tender ID 2026_NOIDA_1144581_1
Tender Brief Tender For maintenance of Road (Construction Of Reinforced Cement Concrete Footpath, Repair Of Drain & Fixing Of Drain Cover At Sector-18 Underpass To Noida Expressway, M.P.-2 To Atta Peer Xing And Atta Peer Xing To Sector-16A Xing Both Side) Noida.
City Noida
State Uttar Pradesh
Document Fees INR 5310 /-
EMD INR 930000.0 /-
Tender Value INR 4.64 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for maintenance of Road (Construction Of Reinforced Cement Concrete Footpath, Repair Of Drain & Fixing Of Drain Cover At Sector-18 Underpass To Noida Expressway, M.P.-2 To Atta Peer Xing And Atta Peer Xing To Sector-16A Xing Both Side) Noida.

Key Dates

Publish Date 04-05-2026
Last Date of Bid Submission 18-05-2026
Tender Opening Date 19-05-2026

Contact Information

Company Name New Okhla Industrial Development Authority
Contact Person SM (WC-2) Sector 19 Noida
Address SM (WC-2) Sector 19 Noida

BOQ Items

Name of Work:- M/o Road (Construction of R.C.C. Footpath, repair of drain & fixing of drain cover at Sector-18 underpass to Noida Expressway, M.P.-2 to Atta Peer Xing and Atta Peer Xing to Sector-16A Xing both side) Noida.
Sl. No. Item Description
1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
2Dismantling kerb stone (dismantling kerb stone by manual means and disposal of dismantled material with all lifts and upto a lead 1000 mtr.).
3Earth 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. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge.
4Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm
5Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
6Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent designn mix)
7Earth work in excavation by Mecanical means ( Hydraulic Excavator ) Manual means over Areas Exclooding 30cm in Depth , 1.5m in With as well as 10 Sqm on Plan including getting out and disposal of Excavated earth load upto 50 m and Lift upto 1.5m as direction by engineer in Charge . The Contractor has defect different utilities like Sever line, water supply line, electric cable , Telephone Cable , Gas Pipe line Etc. using Utility Detecting Machine Before Start of Excavation and Shall atart Excavated only After Getting Permission on E/I.
8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (Zone-III) : derived from natural sources: 8 graded sone aggregate 40 mm nominal size derived from natural sources).
9Steel 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.
10Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
11Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
12Providing and laying in position ready mixed M-25 grade concrete forreinforced cement concrete work, using coarse aggregate as wall as fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).
13Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
14Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : derived from natural sources: 4 graded sone aggregate 20 mm nominal size derived from natural sources)
1512 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand)
16Neat cement punning.
17Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required . In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
18Providing and laying 500 x 500 x 40 mm thick turf paver (Turf paver XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna Sand including, spreading well ramming, consolidating, and finishing smooth etc. all complete as per direction of E/I.
19Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (Zone-III) : derived from natural sources: 4 graded sone aggregate 20 mm nominal size derived from natural sources).
20Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
21Providing wall putty on new Surface with Approved Quality Material of Berger/ J.K / Birla or Similar Make 2 Coats.
22Applying priming coat with ready mixed red zinc chromate primer of approved brand and manufacturing on steel galvanised iron / steel works.
23Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of pproved brand and manufacture
24Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcementof 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edgeswith MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
25Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
26Disposal 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.
27Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Please Enable Macros to View BoQ information

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