M/o Sewerage, Emergency Work For Division (Replacement of Old Damaged and Chocked Sewer line in Sector-39, 40, 41, 42, 43, 44, 45, 50, 50(B), 51, 51(B), 94, 96, 97, 98, 124, 125, 126, 127, 82, 92, 93, 93(A) and 93(B)), Noida.

Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.

Bituminous portion.

Water bound macadam.

Earth work in excavation by mecanical means (hydraulic excavater)/manual means in over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind 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 E/I.

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

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

Centring and shuttering including strutting, propping etc. and removal of form for:-

a) Foundation, footings, bases of columns etc. for mass concrete.

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

As in item 279 above but in proportions of 8:4:1

P/L 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 C. Sand (zone-cum III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).

P/L Non-Pressure NP-3 class RCC Spigot Socketed pipe confirming to IS : 458 : 2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS : 5382 with latest amendment testing of laid pipe as per direction of E/I. complete in all respect.

300 mm dia Sewer pipe

400 mm dia Sewer pipe

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top with 100 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 C.Sand), in side cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 c.sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement: 3 c.sand: 6 graded stone agg. 40mm n.s.), and making necessary channel in cementconcrete 1:2:4 (1 cement: 2 coarsesand : 4 graded stone agg. 20 mm n.s.) 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 (heavy duty, HD-20 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 c.sand: 4 graded stone agg. 20mm n.s) including centering shuttering all complete. (Excavation, foot rests and 12m 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 7.5.

Extra depth for circuler type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1..67 m. 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 C. Sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 Cement : 3 C. 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 C. Sand : 4 graded stone agg. 20 mm n.s.) finished with a floating coat of neat cement, all complete as per standard design. 1.68 m deep with SFRC cover and frame (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 C. Sand : 4 graded stone agg. 20mm n.s.) 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 circuler type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m. 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 (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 circuler type manhole 1.52 m internal dia (at bottom) with common burnt clay F.P.S. (non modular) class designation 100 beyond 2.30 m

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 c.sand: 4 graded stone agg. 20 mm n.s) cement plastered on both sides with cement mortar 1:3 (1cement: 3 c.sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete

For Pipes 250 to 300 mm dia

For Pipes 350 to 450 mm dia

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, i/c 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.

12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand).

Hiring of Diesel Enginr (including cost of Diesel, lubricant & Operator).

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 E/I. beyond 50 m initial lead, for all leads including all lifts involved.

P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level :

1:11/2:3 (1 Cement : 11/2 C. Sand (zone-cum III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings this includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of E/I. (external work).

15 mm nominal outer dia Pipes

20 mm nominal outer dia Pipes

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 Reference No : 25/S.M.-(Jal)-III/2025-26

Tender : M/o Sewerage {Emergency Work For Division (Replacement of Old Damaged & Chocked Sewer line in Sector-39, 40, 40, 42, 43, 44, 45, 50, 50(B), 51, 51(B), 94, 96, 97, 98, 124, 125, 126, 127, 82, 92, 93, 93(A) & 93(B))}, Noida.

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 financial years.

Required Technical Staff

Required Machinary

Contractor certificate of Individual/ partners/ directors issued by District Megistrate

Affidavit of not blacklisted.

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

Latest income tax clearance certificate.

Filled in form Capability Statement.

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

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

Certified Copies of relevant pages of following ducuments.