Indian Tenders

Tender Notice

TDR 55174180
Tendering Authority New Okhla Industrial Development Authority
Tender No 51/GM(C)/ SM (WC-8)/ET/2025-26
Tender ID 2026_NOIDA_1139926_1
Tender Brief Tender For maintenance of Road (P/F Drain Cover And Reconstruction Of Footpath On 45.00M Wide Road Between Sector-137 And Village Shahdra) Noida
City Noida
State Uttar Pradesh
Document Fees INR 5310 /-
EMD INR 438000.0 /-
Tender Value INR 2.18 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for maintenance of Road (P/F Drain Cover And Reconstruction Of Footpath On 45.00M Wide Road Between Sector-137 And Village Shahdra) Noida

Key Dates

Publish Date 21-04-2026
Last Date of Bid Submission 05-05-2026
Tender Opening Date 06-05-2026

Contact Information

Company Name New Okhla Industrial Development Authority
Contact Person GM (CIVIL)
Address Main Administrative Building Sector-6 Noida

BOQ Items

Name of Work:- M/o Road (P/F Drain Cover and Reconstruction of Footpath on 45.00M wide Road between Sector-137 and Village Shahdra) Noida
Sl. No. Item Description
1Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.
2Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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.
3Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of xcavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
4Providing 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) : 8 graded stone aggregate 20 mm nominal size)
5Steel 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
6Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
7Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
8Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using 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). All works upto plinth level
9providing wall putty on new surface with approved quality material of berger/ Jk/ birla or similar make 2 coats
10Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
11Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having rrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of xtruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately. Concrete Grade-M-40 (cement content 400 kg ) 150 mm thick hollow core slab
12Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) Please Enable Macros to View BoQ information

Other Detail

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