Tender For maintenance of Drain (Maintenance Of Boundary Wall, Drain And Paver Blocks Work In Kashiram Colony Sector-45) Noida.
Tender Value
1.26 Crore
Estimated cost
Bid Submission
26 Oct 2026
8 days left
EMD
2.54 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 Drain (Maintenance Of Boundary Wall, Drain And Paver Blocks Work In Kashiram Colony Sector-45) Noida.
BOQ
| Sl. No. | Item Description |
| 1 | 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.The contractor has to diffrent utilites 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. all kinds of soil. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. 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 |
| 3 | 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. |
| 4 | 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 loads including all lifts involved. |
| 5 | 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) |
| 6 | 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) DSR No. 6.1.1 |
| 7 | Brick work with F.P.S. bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) DAR Code-6.4.1 |
| 8 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222) |
| 9 | Neat cement punning ( DSR- 18/ I- 13.18 ) |
| 10 | Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers,under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool,applying cement slurry on the under layer @ 2 Kg of cement /Sqm top layer 15mm cement plater 1:1/2:2 (1 cement: 1/2 C sand: 2 stone chipping 10mm N.S.) in panels with groove all around as per approved pattern i/c scrubbing and washing the top layer with brusshes and water to expose the stone chipping complete as per. DSR 18/I.No. 13.72/P-228 |
| 11 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove. DSR 18/I.No. 13.73.1/P-228 |
| 12 | 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. DSR 2018/I.No. 10.25.2./P-179 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts. DSR 18/I.No. 5.9.6/P-97 |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 16 | 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.5.22.3/P-99 |
| 17 | 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 |
| 18 | 279 Cement Concrete with 4cm gauage approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & Plants etc. required forproper completion of work. |
| 19 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 20 | 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. 60 mm thick C.C. paver block of M-35 grade with approved color design and pattern. I.NO. 16.91.1 |
| 21 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m ) having 50nos rounds per 6 metre length upto - 3m height of wall with existing angle iron Y shaped placed 2.4m or 3.00 apart and with 9 horizontal R.B.T reinforced barbed wire stud tied with G.I stapies and G.I clips to retain horizontal , including necessary bolts or G.I barbed wire tied to angle iron, all complete as per direction of Engineer in charge with reinforced barbed tape R.B.T spring core ( 2.5 mm thick ) wire of high tensile strength of 165kg / sqm mm with tape ( 0.52mm thick) and weight 43.478 gm/ metre ( cost of M.S angle C.C blocks shall be paid separately) |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture of required to colour to give an even shade. Two or more coat on new work. (DSR 2018 I.No. 13.61.1/P-227) |
| 23 | Providing 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, reinforcement of 8 mm dia TMT bars of Fe 500 grade @maximum,100mm c/c on both ways neat cement punning on finished surface, properly on encased on all edges with 1.6 mm thick, 100 mm wide MS Sheet duly painted over priming coat, reinforcement to be welded at edges with MS Sheet and providing 2 Nos. 12 mm dia bar for hooks etc. cost of cartage, all leads & lift , handling at site etc. all complete as per direction of Engineer-in-charge. |
| 24 | Hiring of diesel engine (Including cost of Deisel, Lubricant & Operator) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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