Housing Urban and Rular Development Local Bodies Closing in 12 days TDR #58170206

Tender For Remodelling Of Drain( Construction of Reinforced Cement Concrete Drain & Culverts On 30.00 Mtr Wide Road Between Sector-63 64,65,69 From Road No-6 To Behlolpur Underpass)Noida

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
14.39 Crore
Estimated cost
Bid Submission
06 Nov 2026
12 days left
EMD
33.97 Lakhs
Bank guarantee accepted
Document Fee
8260
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Remodelling Of Drain( Construction of Reinforced Cement Concrete Drain & Culverts On 30.00 Mtr Wide Road Between Sector-63 64,65,69 From Road No-6 To Behlolpur Underpass)Noida

BOQ

Name of Work:- Remodelling of Drain( C/O RCC Drain & Culverts on 30.00 Mtr Wide Road between Sector-63 64,65,69 from Road no-6 to Behlolpur Underpass)Noida
Sl. No. Item Description
1Dismantling 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 : bituminous road
2Dismantling 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 :Water bound macadam road
3Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge
4Demolishing 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
5Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
6Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5 m, disposed earth to be bevelled and neatly dressed.: The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone calbe, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer - in-Charge.Allkinds of soil.
7Cement Concrete with 4 cm gauge approved stone ballast ,coarse sand & cement in the proportion of 8:41 including supply of all materials, labour, tools & plants etc. Required for proper completion of the work.
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
9Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. 5Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)
10Steel reinforcement for R.C.C.work in including straightening cutting bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
11Disposal of building Rubbish/ malba/ Similar unserviceable, dismantled or weste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50m initial lead, for all leads including all lifts involved.DSR-18/15.60
12Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns.
13Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
14Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
15Fabrication & 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 arrangement 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 extruder/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. Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately . 150 mm thick hollow core slab.
16Fabrication & 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 arrangement 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 extruder/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. Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately . 200 mm thick hollow core slab.
17Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. Prestressed hollow core Slab up to 200 mm thickness.
18Supply of PVC pipe 6 kg/cum Pressure with required PVC Standerd Special confirming to IS 4985-2000 with latest amedment make Finolex Industries ltd/kisan/Supreme industries Ltd.(Rate as per Comparative statement per Rmt).160 mm dia with coupier@6 kgf/cm2 Pressure
19Steel 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
20Supply of Diesel Engine on hire charges basis, include cost of services of operating staff, All type of fuel with all complete as per direction-charges.(211.85+18% GST=249.98=SAY= 250.00)
21Supply of J C B Complete at site on hire basis including cost of dise and driver etc. complete in all respect as per direction of engineer in- charge.
22Supply of Tractor with Trolly Complete at site on hire basis including cost of dise and driver etc. complete in all respect as per direction of engineer in- charge.
23Supply of Labour Complete at site on etc in all respect as per direction of engineer in- charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58170206
AUTHORITY Local Bodies
TENDER VALUE 14.39 Crore
LAST DATE 06-11-2026
Authority
Authority Name New Okhla Industrial Development Authority
Work Description Tender for Remodelling Of Drain( Construction of Reinforced Cement Concrete Drain & Culverts On 30.00 Mtr Wide Road Between Sector-63 64,65,69 From Road No-6 To Behlolpur Underpass)Noida
Basic Detail
Tender No 63/GM(C)/SM(WC-4)/ET/2026-27
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 23 Oct 2026
Submission Date 06 Nov 2026
Open Date 10 Nov 2026
Finance
Tender Value 14.39 Crore
Tender Fee 8260
EMD 33.97 Lakhs
Exemption Not Available
Document List
428ecc52-a02f-495b-9dac-87e12e1b879b.html
BOQ_2269165.xls
Capability63.xls
TD63.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 23, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Nov 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

Download All (ZIP) ↓
html

428ecc52-a02f-495b-9dac-87e12e1b879b.html

xls

BOQ_2269165.xls

xls

Capability63.xls

pdf

TD63.pdf

pdf

Tendernotice_1.pdf

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