AOC

Works

Civil Works

Providing and laying Interlocking tiles and Construction of Drain on Hindon Pusta in Village Kulesra, Greater Noida.

Greater Noida Industrial Development Authority

GREATER NOIDA | Gautam Buddha Nagar, Uttar Pradesh

Amount: ₹78.4 LCloses: 25 Jun 2026Closed

Timeline

Published16 Jun 2026
Closed25 Jun 2026
Technical Evaluation5 Aug 2026
Awarded15 Sept 2026

Bids

Percentage

5 Bids15 Sept 2026

#	Company	Amount	Rank	Status
1	UMESH CONSTRUCTION L1₹77.2 LAccepted-AOC	₹77.2 L	L1	Accepted-AOC L1
2	M/S R.K.Gupta Contractor L2₹77.5 L+₹35,270.21 (0.46%)Rejected-Finance DAULAT RAM MARKET RAILWAY ROAD DADRI GAUTAM BUDH NAGAR U P \| DADRI \| GAUTAM BUDH NAGAR \| UTTAR PRADESH	₹77.5 L+₹35,270.21 (0.46%)	L2	Rejected-Finance L2
3	PARAS CONSTRUCTION L3₹77.6 L+₹47,026.95 (0.61%)Rejected-Finance	₹77.6 L+₹47,026.95 (0.61%)	L3	Rejected-Finance L3
4	BUILD WELL ASSOCIATES Rejected-Technical	-	-	Rejected-Technical DIS-QUALIFIED
5	M/S JINNU CONTRACTOR Rejected-Technical	-	-	Rejected-Technical DIS-QUALIFIED

Tender Value

₹78.4 L

EMD Value

₹1.6 L

Closing Date

25 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SM_TENDER CELL

Address

GNIDA OFFICE

Work Description

Providing and laying Interlocking tiles and Construction of Drain on Hindon Pusta in Village Kulesra, Greater Noida.

Tender Information

Tender ID

2026_GNIDA_1160676_6

Reference Number

SM/(E-TENDER CELL)/2026/758 DATED-11.06.2026

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

₹1,970

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

15 Sept 2026

Published

16 Jun 2026

Bid Opening

29 Jun 2026

Download Starts

16 Jun 2026

Download Ends

25 Jun 2026

Submission Starts

16 Jun 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 (7 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)
2	Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--20/305/3.16)	1	Cum	1	₹1
3Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : (DSR-18/15.24)
4	Relaying dismantled dry brick kharanja on edge with M-150 brick available at site on a bed of 12mm mud mortar including filling the jonts with jamuna sand including all labour, T & P etc. complete as per directed by Engineer-in-charge (AR/GNIDA)	-	Sqm	1	-
5Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2)
6Cement 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
6.01	8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)	1	Cum	-	-
7Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour.
8	M-150 brick work in 1:4 cement & coarse sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four coarse sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))	1	Cum	-	-
9	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2)	1	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 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 • 5.37 MB

Work Item Documents

BOQ_2175476.xls

BOQ • 0.24 MB

PreQ_PL_Interlocking_Kulesra.pdf

Tender Documents • 0.98 MB

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Company

UMESH CONSTRUCTION

L1₹77.2 LAccepted-AOC

M/S R.K.Gupta Contractor

L2₹77.5 L+₹35,270.21 (0.46%)Rejected-Finance

DAULAT RAM MARKET RAILWAY ROAD DADRI GAUTAM BUDH NAGAR U P | DADRI | GAUTAM BUDH NAGAR | UTTAR PRADESH

PARAS CONSTRUCTION

L3₹77.6 L+₹47,026.95 (0.61%)Rejected-Finance

BUILD WELL ASSOCIATES

Rejected-Technical

M/S JINNU CONTRACTOR

Rejected-Technical

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)
2	Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--20/305/3.16)	1	Cum	1	₹1
3Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : (DSR-18/15.24)
4	Relaying dismantled dry brick kharanja on edge with M-150 brick available at site on a bed of 12mm mud mortar including filling the jonts with jamuna sand including all labour, T & P etc. complete as per directed by Engineer-in-charge (AR/GNIDA)	-	Sqm	1	-
5Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2)
6Cement 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
6.01	8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)	1	Cum	-	-
7Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour.
8	M-150 brick work in 1:4 cement & coarse sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four coarse sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))	1	Cum	-	-
9	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2)	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)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--20/305/3.16)

Cum

₹1

3Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : (DSR-18/15.24)

Relaying dismantled dry brick kharanja on edge with M-150 brick available at site on a bed of 12mm mud mortar including filling the jonts with jamuna sand including all labour, T & P etc. complete as per directed by Engineer-in-charge (AR/GNIDA)

Sqm

5Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2)

6Cement 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

6.01

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

Cum

7Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour.

M-150 brick work in 1:4 cement & coarse sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four coarse sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))

Cum

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2)

Sqm