M/o Sewerage (Repairing of Damaged Sewer and Water line Different Places Community Health Center in Bhangel Sector-110) Noida.

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 : 24/SM(JAL)-I/ET/2025-26 Select

Name of Work : M/o Sewerage (Repairing of Damaged Sewer and Water line Different Places Community Health Center in Bhangel Sector-110) Noida. Provided

Name of Tenderer

TOTAL NIT COST OF PROJECT (In Rs.) (In lacs) 2266650

S. NO. ELIGIBILITY CRITERIA (Value To Be Filled By the Tenderer In Indian Rs.) Status FINAL STATUS QUALIFIED

1 SOLVENCY (Issued within a period of maximum six months). 40% OF TOTAL ESTIMATED COST NOT QUALIFIED NOT QUALIFIED

2 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 Three similar completed works each costing not less than the amount equal to 40% of estimated cost put to tender NOT QUALIFIED

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

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

RESULT OF EXPERIENCE NOT QUALIFIED

3 TURNOVER (During the immediate LAST 3 consecutive financial years) 30% OF TOTAL ESTIMATED COST

YEAR1 0 NOT QUALIFIED NOT QUALIFIED

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

4 Required Technical Staff (* the bidder must sumit the supporting document in original) Select

5 Required Machinary (* the bidder must sumit the supporting document in original) Select

6 Character certificate of Individual/Partners/directors issued from District Magistrate. Select

7 Affidavit of Not blacklisted. Select

8 Address Proof/ Id.Proof of Individual/partners/directors. Select .

9 GST Registration certifcate. Select

10 Filled in form Capability Statement.. Select

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

12 Latest ITR Select

13 Affidavit of stating No Blood relative in Noida Authority (Regular / Contract) Select

14 Certified Copies of relevant pages of following documents: Select

a Memorandum and Article of Association showing objectives of the Company/ firm and authority to sign the e-Bid/ contract or delegate the power to others for signing the e-Bid/contract Select

b Place of registration Select

c The power-of-attorney authorizing the tenderer to sign the e-Bid/ contract. Select

d PAN certificate of the company/firm. Select

Note :- If Tender value is Ten lacs & below Ten lacs then above condition no.-1, 2 & 3 will not applicable.

RESULT NOT QUALIFIED

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: GENERAL MANAGER (JAL)

Name of Work: M/o Sewerage (Repairing of Damaged Sewer and Water line Different Places Community Health Center in Bhangel Sector-110) Noida.

Contract No: 24/SM(JAL)-I/ET/2025-26

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

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. Cum Excess(+) Full Conversion INR

Bituminous portion. Cum Excess(+) Full Conversion INR

Water wound macadam. Cum Excess(+) Full Conversion INR

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of E/I. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Cum. Excess(+) Full Conversion INR

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. Cum Excess(+) Full Conversion INR

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. Cum. Excess(+) Full Conversion INR

Extra for every additional lift of 1.5 or part thereof in all kind of soil. Cum Excess(+) Full Conversion INR

a) 1.50 - 3.00 m Cum. Excess(+) Full Conversion INR

b) 3.00 - 4.50 m Cum. Excess(+) Full Conversion INR

Centring and shuttering including strutting, propping etc. and removal of form for:- Foundation, footings, bases of columns etc. for mass concrete. Sqm. Excess(+) Full Conversion INR

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 Cum. Excess(+) Full Conversion INR

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). Cum. Excess(+) Full Conversion INR

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 Line Mtr Excess(+) Full Conversion INR

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. Nos Excess(+) Full Conversion INR

Extra depth for circuler type manhole 1.22 m internal dia (at bottom) with common burnt clay F.P.S. (non modular) class designation 100 beyond 2.30 m Mtr Excess(+) Full Conversion INR

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 No. Excess(+) Full Conversion INR

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. Nos. Excess(+) Full Conversion INR

12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). Sqm. Excess(+) Full Conversion INR

Hiring of Diesel Enginr (including cost of Diesel, lubricant & Operator). Hrs Excess(+) Full Conversion INR

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. Cum Excess(+) Full Conversion INR

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). Cum. Excess(+) Full Conversion INR

Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.5m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within 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 E/E....Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia. Rm Excess(+) Full Conversion INR

P/L following size of Finolex makes PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete I/c the cost of cutting of pipes for making upto length and making joints I/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS : 4985-2000 with latest amendment Make-Finolex Industries Ltd. /Kisan/Supreme industries Ltd. (Rate As per Comparative Statement per Rm.) Cum Excess(+) Full Conversion INR

160 mm dia with coupler @ 6 Kg/Cm2Pressure with i/c all PVCstandard Specials Mtr Excess(+) Full Conversion INR

140 mm dia with coupler @ 6 Kg/Cm2Pressure with i/c all PVCstandard Specials Mtr Excess(+) Full Conversion INR

S/F of M.S. specials such as Tee, bend, collars, Tapers, Gap pieces, pipes including flanged ends required painting welding as per site requirement 10 mm thick of MS plate etc.complete in all respect as per direction by the E/I. Kgs Excess(+) Full Conversion INR

P/F M.S. Clamp. Cum Excess(+) Full Conversion INR

P/F M.S. Clamp 110 mm dia i/c excavation, reffiling etc. complete as per direction E/I. Job Excess(+) Full Conversion INR

P/F M.S. Clamp 140 mm dia i/c excavation, reffiling etc. complete as per direction E/I. Job Excess(+) Full Conversion INR

P/F M.S. Clamp 160 mm dia i/c excavation, reffiling etc. complete as per direction E/I. Job Excess(+) Full Conversion INR

P/F M.S. Clamp 200 mm dia i/c excavation, reffiling etc. complete as per direction E/I. Job Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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