Tender For maintenance of Drain (Construction Of Drain, Reinforced Cement Concrete Box Culvert And Cover At Drain Phase-Ii) Noida
Tender Value
5.82 Crore
Estimated cost
Bid Submission
05 Aug 2026
9 days left
EMD
11.65 Lakhs
Bank guarantee accepted
Document Fee
8260
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for maintenance of Drain (Construction Of Drain, Reinforced Cement Concrete Box Culvert And Cover At Drain Phase-Ii) Noida
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 metres lead as per direction of Engineer-in-charge : Bituminous road |
| 2 | Dismantling manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters leadas per direction of Engineer - in -charge Water bound macadam road ( DSR-18/ I.NO. 15.43.1 |
| 3 | Demolishing 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 |
| 4 | Demolishing 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. |
| 5 | Demolishing 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 design mix). |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m. as directed by Engineer-in-charge. 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 excacvation and shall start excavation only after getting permission of Engineer-in-charge. |
| 7 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : From brick work in cement mortar. |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (Brick available at site & free of cost) |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand). |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5M. |
| 11 | Disposal 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. |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth 1:4:8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 13 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand). |
| 14 | Neat cement punning. |
| 15 | Providing 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) : 4 graded stone aggregate 20 mm nominal size). |
| 16 | Centring and shuttering including strutting, propping etc. and removal of form work for. Foundation, footings, bases of Columns. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs landing balconies and access platform. |
| 19 | Steel 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. |
| 20 | Providing and laying in position redy 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 finishng and reinforcement including cost of admixtres 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 @ 330kg/cum Excess/less cement used as per design mix is payable / recoverablle separately ) all works upto plinth level |
| 21 | Extra for Providing Richer mixer at all floor levels Note: Excess/less cement over the specified cement content used is payable/recoverable separately Providing m-30 grade concrete instead of m-25 grade BMC/RMC ( Note:- Cement content considered in M-30 is @340 kg/cum). |
| 22 | Fabrication & 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 confirming 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. (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) . including steel & transportation charge. 150 mm thick hollow core slab |
| 23 | Steel 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 |
| 24 | Dewatering pump 10 HP SOR CH-20 Item no. 109 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysAug 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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