Financial BO

Works

Civil Works - Others

Strengthening of Sewerage (P/L Damaged Sewer Line in B Block Sector-92), Noida.

New Okla Industrial Development Authority

NOIDA | Gautam Buddha Nagar, Uttar Pradesh

Amount: ₹81.5 LCloses: 7 Jul 2026Closed

Timeline

Published1 Jul 2026
Closed7 Jul 2026
Technical Evaluation3 Aug 2026
Financial Evaluation3 Aug 2026
Award—

Bids

Percentage

5 Bids3 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/S SHIVJI CONSTRUCTION CO L1₹49.7 LAdmitted-Finance	-38.99%	₹49.7 L	L1	Admitted-Finance
2	NITTIN GARG AND COMPANY L2₹63.3 L+₹13.6 L (27.4%)Admitted-Finance	-22.30%	₹63.3 L+₹13.6 L (27.4%)	L2	Admitted-Finance
3	SHIVA And CO. L3₹64.0 L+₹14.3 L (28.7%)Admitted-Finance	-21.50%	₹64.0 L+₹14.3 L (28.7%)	L3	Admitted-Finance
4	OP Constructions L4₹73.4 L+₹23.6 L (47.5%)Admitted-Finance	-9.99%	₹73.4 L+₹23.6 L (47.5%)	L4	Admitted-Finance
5	M/S AMAR CONSTRUCTION AND CO. L5₹80.7 L+₹31.0 L (62.3%)Admitted-Finance VILLAGE GWARAU KALAN HATHRAS HATHRAS UTTAR PRADESH 204212 \| HATHRAS \| UTTAR PRADESH \| 204212	-1.00%	₹80.7 L+₹31.0 L (62.3%)	L5	Admitted-Finance

Tender Value

₹81.5 L

EMD Value

₹1.9 L

Closing Date

7 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

GM JAL

Address

Sector-5, Noida

Work Description

Strengthening of Sewerage (P/L Damaged Sewer Line in B Block Sector-92), Noida.

Tender Information

Tender ID

2026_NOIDA_1165434_1

Reference Number

15/SM-JAL-3/ET/26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Fixed-rate

Period of Work

180 days

Location

NOIDA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer to tender document

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredAll Required Document as per E-tender form (.pdf)

RequiredCapability Statements- File to be downloaded and upload the same file after filling it (.xls)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,832

Tender Fee Payable To

NOIDA

EMD Fee Amount

₹1.9 L

Important Dates

Last Activity

3 Aug 2026

Published

1 Jul 2026

Bid Opening

8 Jul 2026

Download Starts

1 Jul 2026

Download Ends

7 Jul 2026

Submission Starts

1 Jul 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 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
1.01	bituminous portion	588	Cum.	2,613.34	₹15,36,643.92
1.02	Water bound macadam	882	Cum.	1,500.55	₹13,23,485.1
2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. .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.	6,909	Cum.	136	₹9,39,624
3Centring and shuttering including strutting, propping etc. and removal of form for
3.01	Foundation, footings, bases of columns etc. for mass concrete.	637	Sqm	181.64	₹1,15,704.68
4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources )	73.08	Cum.	5,820	₹4,25,325.6
5Providing & Laying Non Pressure NP-3 class RCC Spigot Socketed pipe confirming to 458:2003 with latest ammendment laying in true alignment & Position on Craddle i/c rubber rings (Confirming to IS :5382 with latestammendmen) testing of laid pipe as per direction of Engineer in Charge complete in all respect.
5.01	b) 300 mm dia NP-3	1,750	Mtr	993.37	₹17,38,397.5
6Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded 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 :

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 0.07 MB

Work Item Documents

TD15.pdf

Tender Documents • 2.51 MB

C15.xls

Additional Documents • 0.05 MB

BOQ_2185789.xls

BOQ • 0.32 MB

Ready to Participate?

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Company

M/S SHIVJI CONSTRUCTION CO

L1₹49.7 LAdmitted-Finance

NITTIN GARG AND COMPANY

L2₹63.3 L+₹13.6 L (27.4%)Admitted-Finance

SHIVA And CO.

L3₹64.0 L+₹14.3 L (28.7%)Admitted-Finance

OP Constructions

L4₹73.4 L+₹23.6 L (47.5%)Admitted-Finance

M/S AMAR CONSTRUCTION AND CO.

L5₹80.7 L+₹31.0 L (62.3%)Admitted-Finance

VILLAGE GWARAU KALAN HATHRAS HATHRAS UTTAR PRADESH 204212 | HATHRAS | UTTAR PRADESH | 204212

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
1.01	bituminous portion	588	Cum.	2,613.34	₹15,36,643.92
1.02	Water bound macadam	882	Cum.	1,500.55	₹13,23,485.1
2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. .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.	6,909	Cum.	136	₹9,39,624
3Centring and shuttering including strutting, propping etc. and removal of form for
3.01	Foundation, footings, bases of columns etc. for mass concrete.	637	Sqm	181.64	₹1,15,704.68
4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources )	73.08	Cum.	5,820	₹4,25,325.6
5Providing & Laying Non Pressure NP-3 class RCC Spigot Socketed pipe confirming to 458:2003 with latest ammendment laying in true alignment & Position on Craddle i/c rubber rings (Confirming to IS :5382 with latestammendmen) testing of laid pipe as per direction of Engineer in Charge complete in all respect.
5.01	b) 300 mm dia NP-3	1,750	Mtr	993.37	₹17,38,397.5
6Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded 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 :

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.

1.01

bituminous portion

588

Cum.

2,613.34

₹15,36,643.92

1.02

Water bound macadam

882

Cum.

1,500.55

₹13,23,485.1

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. .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.

6,909

Cum.

136

₹9,39,624

3Centring and shuttering including strutting, propping etc. and removal of form for

3.01

Foundation, footings, bases of columns etc. for mass concrete.

637

Sqm

181.64

₹1,15,704.68

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources )

73.08

Cum.

5,820

₹4,25,325.6

5Providing & Laying Non Pressure NP-3 class RCC Spigot Socketed pipe confirming to 458:2003 with latest ammendment laying in true alignment & Position on Craddle i/c rubber rings (Confirming to IS :5382 with latestammendmen) testing of laid pipe as per direction of Engineer in Charge complete in all respect.

5.01

b) 300 mm dia NP-3

1,750

Mtr

993.37

₹17,38,397.5

6Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded 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 :