M/o of STP (P/L of Internal C.C. Road due to damage sewer line C/o Damaged manhole and other miscellaneous civil work at Sector-50 Compound) 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. - 13/SM(JAL-OA)/25-26 Select

Name of work : M/o of STP (P/L of Internal C.C. Road due to damage sewer line C/o Damaged manhole and other miscellaneous civil work at Sector-50 Compound) NOIDA Provided

Name of Tenderer Not Provided

TOTAL NIT COST OF PROJECT Excluding Labour Cess (In Rs.) (In lacs) 9753682

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 of STP (P/L of Internal C.C. Road due to damage sewer line C/o Damaged manhole and other miscellaneous civil work at Sector-50 Compound) NOIDA

Contract No:13/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

Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of grith upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. 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 I/c. In cement 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

Constructing brick masonry circular manhole 1.52 m internal dia atbottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4coarse sand) inside cement plaster 12 mm thick with cement mortar1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6graded 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 : 2.30 m deep with SFRC 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 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. excavation, foot rests and 12 mm thick cement plaster atthe external surface shall be paid for separately) : With Sewer bricks conforming IS : 4885 Each Excess(+) Full Conversion INR

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : : With Sewer bricks conforming IS : 4885 Rmt. Excess(+) Full Conversion INR

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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 manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design. Each Excess(+) Full Conversion INR

Granular Sub-Base with Close Graded material(Tables:-400-1) by Mix in Place Method, Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRTH) Cum 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

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) cum Excess(+) Full Conversion INR

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ 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

Earth work in embankment in Ordinary soil embankment to be in 20cm layer breaking clods. Watering rolling each layer with 1/2 tonner roller or wooden rooler or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne including 1.5 m lift and all lead includingcartage of earth mechinical Transportation and all T&p labour etc. required for proper completion of work.(earth shall be arranged by the contractor at his own from out side of Noida) Cum Excess(+) Full Conversion INR

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) Cum Excess(+) Full Conversion INR

15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) sqm Excess(+) Full Conversion INR

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. sqm Excess(+) Full Conversion INR

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sqm Excess(+) Full Conversion INR

Steel work welded in built up sections/ framed work, including cutting, 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

Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. Sqm Excess(+) Full Conversion INR

Supply of Tractor with trolley Complete at site on hire basis including cost of disel and Driver etc. complete in all respect as per direction of E/I. Day Excess(+) Full Conversion INR

Supply of Labour complete at site on etc. in all respect as per direction of E/I. Per Day Excess(+) Full Conversion INR

Supply of J.C.B Complete at site on hire basis including cost of disel and driver etc. Complete in all respect as per direction of E/I. 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

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) meter 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 50m and lift up to 1.5 m. Cum Excess(+) Full Conversion INR

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