Tender For maintenance of Road (Repair, Reconstruction And Beautification Of Both Side Damaged Footpath From Sector-61 Underpass To Mamura Cut At Road No.-06), Noida.
Tender Value
2.80 Crore
Estimated cost
Bid Submission
26 Oct 2026
6 days left
EMD
6.62 Lakhs
Bank guarantee accepted
Document Fee
5310
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 Road (Repair, Reconstruction And Beautification Of Both Side Damaged Footpath From Sector-61 Underpass To Mamura Cut At Road No.-06), Noida.
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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) |
| 3 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 4 | 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. |
| 5 | 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 |
| 6 | Brick work with available 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) |
| 7 | 12 mm cement plaster of mix 1:4(1 cement: 4 coarse sand) |
| 8 | Taking 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. |
| 9 | Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 10 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 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. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern |
| 11 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with morth grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 |
| 12 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil. |
| 13 | Earth 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. All kinds of soil |
| 14 | Filling availabe excavated earth ( excluding rock ) in trenches,plinth,side of foundation etc.in layers not exceeding 20 cm depth,comsolidating each deposited layer by ramming and watering lead up to 60 and lift upto 1.6m. |
| 15 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & Cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of work |
| 16 | Cement concrete with 4 cm gaug approved stone ballast, course sand & cement in proportion of 4:2:1 including supply of all materials labour tools and plant etc. required for proper completion of work Same as above item No. 279 but with 2cm gaug stone grigt insted of 4 cm gauge stone ballast. |
| 17 | Providing 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 |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 20 | 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. |
| 21 | Providing wall Putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats. |
| 22 | Painting 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 approved brand and manufacture |
| 23 | Theme Painting on walls in Noida for swachh survekshan (Location and Designwill be provided by the undersigned officer) (GST as per applicable) |
| 24 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :19.21.1 For pipes 100 to 250 mm diameter |
| 25 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 26 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimension (Item, No-19.19.2.1) |
| 27 | P/L following size of PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to 15 codes with latest amendment and lowering the same trenches and laying true to alignment and gradlent complete l/c the cost of cutting of pipes for making up to length and making Joints 1/c cost of socket, pistochem PV-85 pvc solvent cement complete. PVC Pipe must be confirming to 15 4985-2000 with latest amendment. Make- Finolex Industries Ltd./Kisan/Supremeindustries Ltd; 250 mm dla with coupler @ 6 Kgf/cm2 Pressure with l/c all PVC standerd Specials |
| 28 | 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 |
| 29 | Providing and laying C.C.Pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete laid and finished wih screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately) (Npte :- Cement content considered in ths item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately) |
| 30 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. 11.29.1 Red sand stone |
| 31 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave 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 Engineer-in-charge. |
| 32 | Earth work in embankment in ordinary soil embankment to be in 20 cm layer including ramming,Dressing the surface to required levels with half tonne steel or wooden rammer androlling every third and top most layer in roller 8 to 10 tonne capacirty and inbcluding 1.5 mtyr lift and all lead (earth shall be bought from a place which including cartage of earth by mechanically transport and t&p labour etc. rfequired for propper completion earth shall be arranged by the contractor at his own cost. |
| 33 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil |
| 34 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. |
| 35 | Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand) : Dark shade using ordinary cement |
| 36 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying withlacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-incharge |
| 37 | Disposal 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. |
| 38 | TR Concrete bench Supply of concrete bench as per approved design casted in FRP mould for uniform surface straingthness and appropriate edge precasted with M-25 concrete mix appropriate reinforcement, the other surface to be coated with sealer. |
| 39 | Providing and fixing of Decorative wall (IAM NOIDA) of Size 5000mm height approx in 75x100mm MS sections with letters in laser cuttring aluminium finished as per attached drawing and placing in position without damaging the edges complete as per instruction from consultant and Engineer-in-charge. |
| 40 | Providing and fixing of Colourful swing sculptures of Size 3000mm height approx in 1000x500mm MS finished as per attached drawing and placing in position without damaging the edges complete as per instruction from consultant and Engineer-in-charge. |
| 41 | Concrete bench with planter supply of glass fiber reinforced concrete bench as per approved design, the planter should be casted in fiber reinforced plastic molds allowing tolerence +10 mm. The wall thickness should be minimum 25 mm, casted in portland cement based of J.K. Cement, Ultratech or equivalent, using appropriate reinforced with alkali resistence glass fiber rainging from 3 to 5% of N.E.G. Japan or ownes cornng. The bench should be pigmented with synthetic oxide non fading water proof, UV resistance pigment of M/s Bayferrox / Lanxess of equivalent. The outer surface need to be coated with sealer. |
| 42 | Dustbin-MSWD8 Dm-370L x 340W x D75 H mm Construction -Gi powder coated frame clading (Synthetic wood composite material of wood & Plastic which make it lermite free and weather resistance @has a good self life) inner removal bin for waste removabe Tilt able front lid.(Rate Excluding GST) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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