AOC

Works

Civil Works

Construction of foothpath on 60.0m wide main carriage way and Services and road in B/W of Sector Ecotech-1 (Ext.-1) and Techzone-2 from Xu cut to 60m and 80m Junction point at Rampur cut (Both side), Greater Noida.

Greater Noida Industrial Development Authority

GREATER NOIDA | Gautam Buddha Nagar, Uttar Pradesh

Amount: ₹4.1 CrCloses: 4 Jun 2026Closed

Timeline

Published22 May 2026
Closed4 Jun 2026
Technical Evaluation16 Jun 2026
Financial Evaluation16 Jul 2026
Awarded28 Jul 2026

Bids

Percentage

3 Bids28 Jul 2026

#	Company	Amount	Rank	Status
1	M/S HANUMAT BUILDERS L1₹4.0 CrAccepted-AOC J 43 DELTA 11 GREATER NOIDA U P 201308 \| 201308	₹4.0 Cr	L1	Accepted-AOC L1
2	SHRI GIRIRAJ CONSTRUCTION INFRATECH PRIVATE LIMITED L2₹4.0 Cr+₹64,836.03 (0.16%)Rejected-Finance	₹4.0 Cr+₹64,836.03 (0.16%)	L2	Rejected-Finance L2
3	M/S AMIT CONSTRUCTION L3₹4.0 Cr+₹1.3 L (0.31%)Rejected-Finance F NO 302 SARANG RESIDENCY PLOT NO 29 OLD VIJAY NAGAR AGRA 282004 \| AGRA \| AGRA \| UTTAR PRADESH \| 282004	₹4.0 Cr+₹1.3 L (0.31%)	L3	Rejected-Finance L3

Tender Value

₹4.1 Cr

EMD Value

₹8.1 L

Closing Date

4 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SM_TENDER CELL

Address

GNIDA OFFICE

Work Description

Construction of foothpath on 60.0m wide main carriage way and Services and road in B/W of Sector Ecotech-1 (Ext.-1) and Techzone-2 from Xu cut to 60m and 80m Junction point at Rampur cut (Both side), Greater Noida.

Tender Information

Tender ID

2026_GNIDA_1151722_3

Reference Number

SM/(E-TENDER CELL)/2026/752 DATED-19.05.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Fixed-rate

Period of Work

180 days

Location

GREATER NOIDA

Source Website

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Eligibility / Pre-Qualification

REFER TENDER DOCUMENT

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredTENDER FEE, EMD, Rs.100/- NON JUDICIAL STAMP PAPER ALONGWITH Re.1/- REVENUE STAMP (.pdf)

RequiredAPPENDIX A TO E (.pdf)

RequiredFINANCIAL STATEMENT,TURNOVER,GST,PAN,AADHAR,PROP./PRTN./LTD.CO.CERTIFICATE,AUTHORITY LETTER,ETC (.pdf)

RequiredOTHER REQUISITES AS PER TENDER DOCUMENT (.pdf)

Finance

RequiredFINANCIAL BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,830

EMD Fee Amount

₹8.1 L

Important Dates

Last Activity

28 Jul 2026

Published

22 May 2026

Bid Opening

8 Jun 2026

Download Starts

22 May 2026

Download Ends

4 Jun 2026

Submission Starts

22 May 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1)
2Cement concrete with 4cm 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
2.01	8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)	1	Cum	-	-
3Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II)
3.01	RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II)	-	Cum	1	-
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22)
4.01	Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR)	0.29	Kg	-	-
5	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1)	1	Sqm	-	-
6Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A)
7	Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x70 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:3 (1 cement : 3 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (AR/GNIDA)	1	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 5.49 MB

Work Item Documents

PreQ_foothpath.pdf

Tender Documents • 0.98 MB

BOQ_2157302.xls

BOQ • 0.23 MB

Ready to Participate?

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Company

M/S HANUMAT BUILDERS

L1₹4.0 CrAccepted-AOC

J 43 DELTA 11 GREATER NOIDA U P 201308 | 201308

SHRI GIRIRAJ CONSTRUCTION INFRATECH PRIVATE LIMITED

L2₹4.0 Cr+₹64,836.03 (0.16%)Rejected-Finance

M/S AMIT CONSTRUCTION

L3₹4.0 Cr+₹1.3 L (0.31%)Rejected-Finance

F NO 302 SARANG RESIDENCY PLOT NO 29 OLD VIJAY NAGAR AGRA 282004 | AGRA | AGRA | UTTAR PRADESH | 282004

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1)
2Cement concrete with 4cm 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
2.01	8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)	1	Cum	-	-
3Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II)
3.01	RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II)	-	Cum	1	-
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22)
4.01	Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR)	0.29	Kg	-	-
5	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1)	1	Sqm	-	-
6Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A)
7	Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x70 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:3 (1 cement : 3 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (AR/GNIDA)	1	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1)

2Cement concrete with 4cm 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

2.01

8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)

Cum

3Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II)

3.01

RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II)

Cum

4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22)

4.01

Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR)

0.29

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1)

Sqm

6Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A)

Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x70 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:3 (1 cement : 3 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (AR/GNIDA)

Sqm