M/o Sewerage (Two Years Annual Repairing and Cleaning of Manholes and Other Miscellaneous work at different Locations in Sector-76 and 77) Noida.

Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 meters lead as per direction of E/I of nominal concrete 1:3:6 or richer mix.(i/c equivalent design mix).

Dismentaling manualy/by mechanical means i/c stacking of servisable material and disposal of unserviceble material within 50 mtr. lead as per direction of E/I. bituminous road.

Earth work in excavation by mecanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m, i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 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. All kind of soil.

Extra for every additional lift of 1.5 or part thereof in all kind of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m.

Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/by mechanical means and stacking of useful materials near the site and disposal of unserviceable material within 50 m lead. as per direction of Engineer-in-charge.

Class-150 Brick work in 1:4 one cement & 4 coarse sand of 2.20 F.M. motar in foundation and plint including supply of all materials. Labour and T&P etc. required for proper completion of the work.

Providing & Fixing in position pre-cast RCC manhole cover and frame of required shape and approved quality. EHD-35 Circular shape 560 mm internal diameter.

C/Fixing in position pre-cast RCC manhole cover with and frame of required shape and approved quality. Circular shape 560 mm internal diameter i/c carriage of manhole cover cement concrete 1:2:4 (1 Cement: 2C.Sand: 4 Graded Stone Agg.20 mm. N.S.) 0.15 cm height for fixing cover frame around manhole cover. (Old cover frames available at site)

P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:2:4 (1 Cement : 2 coarse sand(Zone-III) derived from natural souress : 4 graded ston aggregate 20 mm nominal derived from natural souress).

12 mm cement plaster of mix 1:3 (1 Cement : 3 coarse sand) finished with a floting coat of neat cement.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.

Cemnet concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, Tools & plants etc. required for proper completion of the work.

P/L Non-Pressure NP-3 class RCC Spigot Socket pipe confirming to IS : 458 : 2003 with latest amendment laying in ture aligment & position on craddle including with rubber ring (confirming to IS : 5382 with latest amendment) testing of laid pipe as per direction of Engineer incharge complete in all respect.

250 mm dia NP3

300 mm dia NP3

400 mm dia NP3

Constructing brick masonry circular manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with SFRC Cover and frame (Extra heavy duty EHD-35 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.

Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 100.

Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67m. With common burnt clay F.P.S. (non modular) bricks of class designation 100.

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.11.1 1.68 m deep with SFRC Cover and frame (Exrta heavy duty EHD-35 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 100.

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 With common burnt clay F.P.S. (non modular) bricks of class designation 100.

Constructing brick masonry circular type manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nomonal size.) finished with a floating coat of neat cement all complete as per standard design.0.91 m deep with S.F.R.C cover and frame (Extra heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c centering shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately). With common burnt clay F.P.S. (non modular) bricks of class designation 100.

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 2.30 m With common burnt clay F.P.S. (non modular) bricks of class designation 100

12 mm cement plaster of mix 1:4 (1 Cement : 4 coarse sand).

Extra for plastering on circular work not exceeding 6 m in radius in one coat.

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactrue's permanent identification mark to be visible even after fixing, including fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 cement : 3 c.sand : 6 graded stone agg.20 mm n.s.) complete as per design.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level in Cold twisted bars.

Hiring of portable Re-Cycler jetting cum suction machine mounted on Mahindra Bolero Maxi with Hydraulically operated manhole De-Silter upto depth of 15 meters with driver for the area of NOIDA. as directed by Engineer incharge for 8.5 Hours per day overtime will be paid on pro-rate basis pressure 3000 PSI (min.) with 15 meters suction head and jetting water capacity of 2000 liters. (C.N.G. / Diesel rate shall be paid as per Govt. rate in (U.P.) (For Estimate Only)

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.

Please Enable Macros to View BoQ information

CAPABILITY STATEMENT

* It is compulsory for the bidder to fill this statement and the bidder must upload only those document that support this statement

TENDER REFRENCE No. 30/SM(JAL)-III/2025-26 (E-Tender)

Name of Tenderer

TOTAL NIT COST OF PROJECT (In Rs.)

Minimum Value

SOLVENCY (Issued within a period of minimum six months).

EXPERIENCE (WITH GOVERNMENT/SEMI- GOVERNEMTN/ PSUs ONLY) completed works during the last 7 years ending last day of the month previous to the one in which applications are invited

NOT QUALIFIED

NOT QUALIFIED

Two similar completed works each costing not less than the amount equal to 60% of estimated cost put to tender

NOT QUALIFIED

One similar completed works costing not less than the amount equal to 80% of estimated cost put to tender

RESULT OF EXPERIENCE

TURNOVER (During the immediate LAST 3 consecutive financial years)

Average annual financial turnover on construction works should be atleast 30% of the estimate cost during the immediate last 3 consecutive fiancial years.

Required Technical Staff (* the bidder must submit the supporting document in original)

Required Machinary (* the bidder must submit the supporting document in original)

Character Certificate of Indivisual /partners /directors issued by District Megistrate

Affidavit of not blacklisted

Address Proof/Id. Proof of indivisual /partners/directors.

Registration certificate of G.S.T./I.T.R.

Filled in form Capability Statement.

Self declaration affidavit on Rs. 100/- Notarised Stamp paper

No Blood Relation affidavit on Rs. 100/- Notarised Stamp paper

Certified Copies of relevant pages of following documents: