M/o STP (Two years Maintenance of Irrigation line from UGR, STP-50 to J-Block, Sector 41 and Golf Course to Botanical Garden) 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 REFRENCE No. - 11/SM(JAL-OA)/25-26 Select

Name of work : M/o (Two years Maintenance of Irrigation line from UGR, STP-50 to J-Block, Sector 41 and Golf Course to Botanical Garden) Noida Provided

Name of Tenderer Not Provided

TOTAL NIT COST OF PROJECT Excluding Labour Cess (In Rs.) (In lacs) 2537931

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 minimum 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 TRUN OVER DETAIL (DURING THE IMMEDIATE LAST 3 CONSECUTIVE FINANCIAL YEARS) WITH NOATRY) YEAR1

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

4 TECHNICAL STAFF ON Rs. 10 AFFIDAVIT (AFFIDAVIT MUST BE BOTH SIDE SCAN IN PDF.) Select

5 TOOLS & MACHINERY ON Rs. 10 AFFIDAVIT (AFFIDAVIT MUST BE BOTH SIDE SCAN IN PDF.) Select

6 Character certificate of Indivisual / Partners / Directors issued from District Magistrate Select

7 AFFIDAVIT OF NOT BLACK LISTED (AFFIDAVIT MUST BE BOTH SIDE SCANE IN PDF.) Select

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

9 Filled in from capability Statement Select

10 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 singn the e-bid/ contract. Select

d PAN certificate of the company/ firm. Select

e GST registration certificate of the company/firm Select

f Electrical license as per Clause No.124 (Only for Electrical work) Select

11 Notarised Affidavit for No Blood Relation is Noida Authority on Non Judicial Stamp paper of Rs.100/- as per Appendix ‘E’ Select

Note- If tender value is ten lacs and below ten lacs then above condition No. 01, 02 & 03 will not applicable

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

Tender Inviting Authority: GENERAL MANAGER

Name of Work :-M/o (Two years Maintenance of Irrigation line from UGR, STP-50 to J-Block, Sector 41 and Golf Course to Botanical Garden) Noida

Contract No: 11/SM-(JAL-OA)/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

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Bituminous road Sqm Excess(+) Full Conversion INR

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road Sqm Excess(+) Full Conversion INR

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

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar Cum Excess(+) Full Conversion INR

M-150 Brick Work in 1:4 cement & Coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar. Cum Excess(+) Full Conversion INR

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. The Contractor has detect defferent 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 prior permission of E/I. All kinds of soil. Cum Excess(+) Full Conversion INR

Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m i/c getting out the excavated soil,and then 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 : All kind of soil, Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. Mtr. Excess(+) Full Conversion INR

P/L following size of Finolex makes PVC pipes 6Kg/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 up to 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/ SupremeIndustries Ltd (Rate As Per Comparative Statement per Rm.) 160mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standerd Specials Mtr. Excess(+) Full Conversion INR

200 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standerd Specials Mtr. Excess(+) Full Conversion INR

250 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standerd Specials Mtr. Excess(+) Full Conversion INR

Repairing of Existing PVC water line including bailing out of water by / Manually / Diesel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe) 160 mm dia Job Excess(+) Full Conversion INR

200 mm dia Job Excess(+) Full Conversion INR

250 mm dia Job Excess(+) Full Conversion INR

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 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

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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cum Excess(+) Full Conversion INR

Hiring of Generator set (Including Service cost of operating staff, supply of lubricating oil and diesel also) D.G. Set/Generator of 63 KVA Hr. Excess(+) Full Conversion INR

Hiring of Gas cutting set with oxygen and LPG Running time @ 6 Hrs/Day (Including Service cost of operating staff, supply of necessory items as oxygen & LPG etc). Day Excess(+) Full Conversion INR

Hiring of Welding Set Running Time @ 6 Hrs/Day (Including Service cost of operating staff, supply of suitable electrodes etc). Day Excess(+) Full Conversion INR

P/F M.S. specials such as Tee , Bends , Collars , Tapers, Gap pieces, including Flange Ends as required , Painting ,Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. Kg 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 1.5 m. Cum Excess(+) Full Conversion INR

Repairing of sluice valve with the change of spendle (i.e.S.S. non megnated) flapper adjusting nut & bolts & rod & welding machining of body for fitting the flapper properly complete as per direction of E/I. 200 mm dia Nos Excess(+) Full Conversion INR

250 mm dia Nos Excess(+) Full Conversion INR

300 mm dia Nos Excess(+) Full Conversion INR

400 mm dia Nos Excess(+) Full Conversion INR

P/F Sluice Valve shall generally conform to IS 14846 with latest amendment , with length over flanges 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 complete Component & Material of construction as following below :- 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG 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 600 mm dia Manual Operated & above 600 mm Gear box Make- Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) 200 mm dia Nos Excess(+) Full Conversion INR

250 mm dia Nos Excess(+) Full Conversion INR

300 mm dia Nos Excess(+) Full Conversion INR

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete1:5:10 (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 each Excess(+) Full Conversion INR

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 each Excess(+) Full Conversion INR

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

P/F M.S Clamp 250 mm dia i/c excavation, reffiling etc. complete as per direction of E/I. Job Excess(+) Full Conversion INR

Carriage of Materials by mechanicals transport Including loading, unloding and stacking Eath lead upto 10 KM. Cum Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Please Enable Macros to View BoQ information