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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹66.0 LAdmitted-Finance VILLAGE GWARAU KALAN HATHRAS HATHRAS UTTAR PRADESH 204212 | HATHRAS | UTTAR PRADESH | 204212 | -2.88% | ₹66.0 L | L1 | Admitted-Finance |
| 2 | L2₹67.0 LAdmitted-Finance | -1.50% | ₹67.0 L | L2 | Admitted-Finance |
| 3 | L3₹67.2 LAdmitted-Finance | -1.10% | ₹67.2 L | L3 | Admitted-Finance |
Tender Value
₹68.0 L
EMD Value
₹1.6 L
Closing Date
19 Feb 2026, 5:00 pmClosed
GENERAL MANAGER (NTC)
Main Administrative Office Sector-6, Noida
Improvement of X-ing of Sector-63,65, Noida.
2026_NOIDA_1113005_1
32/GM(NTC)/SM(NTC)/2025-26
Open Tender
Civil Works - Others
120 days
NOIDA
Please Refer to Tender Document
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.6 L
9 Apr 2026
6 Feb 2026
20 Feb 2026
6 Feb 2026
19 Feb 2026
6 Feb 2026
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. : - 32/GM(NTC)/SM(NTC)/2025-26 Select
Tender :- Improvement of X-ing of Sector-63,65, Noida. Provided
Name of Tenderer QUALIFIED
TOTAL NIT COST OF PROJECT (In Rs.)
S. NO. ELIGIBILITY CRITERIA (Value To Be Filled By the Tenderer (In Indian Rs.) Status FINAL STATUS
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
For Similarity of Works:- Only for C/o Building work, C.C.Road, Footpath, Drain, Box Culvert, Central Verge, Painting works, Ordinary maintenance of road, Building, Boundary wall, Inter locking Tiles, Drain other Cemented work experience will be accepted. The Experience of Sewer & Jal could not be accepted.
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 fiancial years. Affidavit should be submitted by the contractor/firm with C.A. Certificate.
4 Required Technical Staff Select
5 Required Machinary Select
6 Character Certificate of Indivisual /partners /directors issued by District Megistrate Select
7 Affidavit of not blacklisted Select
8 Address Proof/Id. Proof of indivisual /partners/directors. Select
9 Registration certificate of GST Select
10 Filled in form Capability Statement. Select
11 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
e) GST registration certificate of the company/firm. Select
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority :- G.M. (NTC)
Name of Work:- Improvement of X-ing of Sector-63,65, Noida.
Job No.:- 32/GM(NTC)/SM(NTC)/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/ mechanical means and incluiding stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. Bituminous road cum Excess(+) Full Conversion INR
Demolishing R.C.C work manually/ by mechanical means incluiding stacking of steel bars and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. cum Excess(+) Full Conversion INR
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m,and lift upto 1.5m, as directed by Engineer-in-charge. : All kinds of soil. (C.R.) 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 Engineer-in- Charge(CR). cum Excess(+) Full Conversion INR
Filling available excavated earth (excluiding 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 upto 1.5m cum Excess(+) Full Conversion INR
Disposal of building rubbish / malba / similar unserviceable , dismantled or waste materials by mechanical means incluiding loading transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge. Beyound 50 m initial lead, for all leads incluiding all lifts involved. cum Excess(+) Full Conversion INR
Construction of sub-grade and earthen shoulder with approved obtained from right of way all lifts & leads , transporting to site ,spreading ,grading to required slope and compacted to meet requirement of table no. 300-2 sqm Excess(+) Full Conversion INR
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level 1:4:8 (1cement :4 course sand (zone III ):8 graded stone aggregate 40mm nominal size ). cum Excess(+) Full Conversion INR
By Mix in Place Method Well graded 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. MORT&H Specification 401 Sr No 4.1 cum Excess(+) Full Conversion INR
Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. cum Excess(+) Full Conversion INR
Prime Coat over WBm/WMM, Providing and applying Primewith SS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.70 to 1.00 kg per sqm using mechanical means. sqm Excess(+) Full Conversion INR
(Dense Graded Bituminous Macadam Grading 2 )Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per complete in all respects. Cum Excess(+) Full Conversion INR
Providing and applying tack coat using hot straight run bitumen of grade VG-10 incluiding heating the bitumen, sraying the bitumen with mechanically operated spray uint fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 kg/sqm. sqm Excess(+) Full Conversion INR
Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per complete in all respects cum Excess(+) Full Conversion INR
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. sqm Excess(+) Full Conversion INR
Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete sqm Excess(+) Full Conversion INR
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), Including maklng joints with or w1thout grooves (thickness of Jolnts except at sharp curve shall not to more than Smm), Including making drainage opening wherever required complete etc. as per direction of Engineer-In-charge (length of finished kerb edglng shall be measured for payment). (Precast C.C. kerb stone shall be approved Uy Engineer-In-charge). cum Excess(+) Full Conversion INR
Providing and laying factory made chamferededge Cement Concrete Paver Blocks in Footpath, parks, lawns, drive ways, or light traffic parking etc, of required strenght, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand , compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra san. complete all as per direction of Engineer-in-charge. 80mm thick c.c. paver block of M-30 grade with approved color and design. sqm Excess(+) Full Conversion INR
Manufacturing, Supplying and fixing retro reflective overhead signage boardmade up of 2mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens tyoe heat activated retro reflective sheeting conforming to type- III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substratre by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, incluiding the cost of painting with Two or more coats of epoxy paint in grey colour on the back side of aluminium sheet incluiding appropriate priming coat. The rate incluides the cost of rounding off the corners, lowering down the structural frame work from the gantry , fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge ( structural frame work including M.S plate to be provided separately. Rectangular area of the sheet only shall be measured for payment) sqm Excess(+) Full Conversion INR
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. incluiding cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, incluiding welding and bolted with special shaped washers Electric resistance or induction bult welded tubes etc complete. Kg Excess(+) Full Conversion INR
Steel work welded in built up sections/ framed work, incluiding 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
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impaining strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All work up to plinth level. 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
12mm Cement plaster of mix : 1:4 (1 cement :4 Coarse sand) sqm Excess(+) Full Conversion INR
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. Nos Excess(+) Full Conversion INR
Providing wall putty on new surface with approved quality material of Berger/JK/Birla of similar make 2 coats sqm Excess(+) Full Conversion INR
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work sqm Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
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