Strengthening of Sewerage (S/F of 600 mm dia Reflex valve on Raising Manhole of SPS and Allied civil Work SPS-66) Noida

CAPABILITY STATEMENT

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Tender Reference No : 23/SM(JAL)-I/ET/2025-26 Select

Name of Work : Strengthening of Sewerage (S/F of 600 mm dia Reflex valve on Raising Manhole of SPS and Allied civil Work SPS-66) Noida Provided

Name of Tenderer

TOTAL NIT COST OF PROJECT (In Rs.) (In lacs) 1303634

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: Strengthening of Sewerage (S/F of 600 mm dia Reflex valve on Raising Manhole of SPS and Allied civil Work SPS-66) Noida

Contract No: 23/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

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 mechanical means (Hydraulic excavator) /anual 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. 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

Hiring of Gas cutting Set With oxygen and LPG Running Time @ 6 Hrs. Day Excess(+) Full Conversion INR

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

Hire Charge of Mobile Crane Hour Excess(+) Full Conversion INR

Brick work with F.P.S bricksof class designation 100 in foundation and plinth in Cement mortar 1:4 (1 Cement :4 C Sand) Cum Excess(+) Full Conversion INR

Steel work welded in built up sections/ framed work, including 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. Kg Excess(+) Full Conversion INR

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) Sqm Excess(+) Full Conversion INR

Neat Cement Puning 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

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). Cum Excess(+) Full Conversion INR

P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanged as per PD of IS 14846 corresponding to BS EN-558 / ISO 5752 Basic series 3 in CI construction having metal seating (IS 318 Gr. LTB 2). With comple component & material of construction following below:- 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FC 260 2 - Spindle - Non rising: Stainless Steel AISI 410 3 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted: no screws allowed) 4 - Rivets - Soft annealed brass 5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 2 6 - Stem Seal - Greased Hemp 7 - Fasteners - Carbon steel 8 - Flange Drilling - IS 1538 Table 4 & 6 9 - PN 1.0 10 - Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug 11 - Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE) 12 - Hydro-test-(Open Ended only) (Seat : 10/16 Kg/cm2; Body: 15 / 24 Kg/cm2 13 - Upto 600mm dia Mannual Operated & above 600mm Gear box Make-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) Nos. Excess(+) Full Conversion INR

c) 300 mm dia Kirloskar make Nos. Excess(+) Full Conversion INR

d) 600 mm dia Kirloskar make Nos. Excess(+) Full Conversion INR

P/F Reflex Valve upto 600mm dia shall conform to IS 5312 Part-1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slanted (and not perpendicular) vis-a-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple component & material of construction following below:- 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FC 260 2 - Hinge pin (single door) / Stub pin (multidoor type) - SS AISI 410 3 - Seat & Face rings - Gun metal : IS 318 Gr. LTB 2 4 - Rivets - Soft annealed brass 5 - Fasteners - Carbon steel 6 - Flange Drilling - IS 1538 Table 4 & 6 7 - PN 1.0 8 - By - pass arrangement - Optional 9 - Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE) 10 - Hydro-test Seat : Seat : 10/16 Kg/cm2; Body: 15 / 24 Kg/cm2 Make-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) Nos. Excess(+) Full Conversion INR

a) 300 mm dia Kirloskar make Nos. Excess(+) Full Conversion INR

b) 600 mm dia Kirloskar make Nos. Excess(+) Full Conversion INR

Constructing masonary chamber 120 x 120 x 100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm 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 100. Nos. Excess(+) Full Conversion INR

Total in Figures

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