Financial BO

Works

Miscellaneous Works

Providing and laying rising main line from 137 MLD STP to M/s Avaada plot Sector Ecotech-11A in Greater Noida.

Greater Noida Industrial Development Authority

GREATER NOIDA | Gautam Buddha Nagar, Uttar Pradesh

Amount: ₹15.5 CrCloses: 28 Jul 2026Closed

Timeline

Published14 Jul 2026
Closed28 Jul 2026
Technical Evaluation17 Sept 2026
Financial Evaluation18 Sept 2026
Award—

Bids

Percentage

3 Bids18 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	PRINCE ENTERPRISES L1₹15.5 CrAdmitted-Finance	-0.13%	₹15.5 Cr	L1	Admitted-Finance
2	M/S AMT BUILDERS PVT LTD L2₹15.7 Cr+₹17.5 L (1.13%)Admitted-Finance	+1.00%	₹15.7 Cr+₹17.5 L (1.13%)	L2	Admitted-Finance
3	SKC TECHNOCRAT PRIVATE LIMITED L3₹15.8 Cr+₹29.1 L (1.88%)Admitted-Finance	+1.75%	₹15.8 Cr+₹29.1 L (1.88%)	L3	Admitted-Finance

Tender Value

₹15.5 Cr

EMD Value

₹25.5 L

Closing Date

28 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SM_TENDER CELL

Address

GNIDA OFFICE

Work Description

Providing and laying rising main line from 137 MLD STP to M/s Avaada plot Sector Ecotech-11A in Greater Noida.

Tender Information

Tender ID

2026_GNIDA_1168592_32

Reference Number

SM/(E-TENDER CELL)/2026/774 DATED-09.07.2026

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Percentage

Period of Work

365 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

₹6,770

EMD Fee Amount

₹25.5 L

Important Dates

Last Activity

18 Sept 2026

Published

14 Jul 2026

Bid Opening

30 Jul 2026

Download Starts

14 Jul 2026

Download Ends

28 Jul 2026

Submission Starts

14 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 (22 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (DSR-2023/2.10)
1.01	All kinds of soil : Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (DSR-2023/2.10.1.3)	-	Rmt	-	-
2Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 600 mm dia Ductile Iron Class K-9 pipes (DSR-2023/18.72.24)
3Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 600 mm dia pipes (DSR-23/18.70.10)
4Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 600 mm dia (DSR-2023/7676)
5P/f M.S. Specials such as tee, bends, collars, tapers, Gap piecs, including flange end as required, painting, Cutting, Welding as per site requirement of M.S. pipe thickness etc complete in all respects as per direction E/I (NOIDA/AR)
6Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : (DSR-23/18.59)
6.01	100 mm dia (DSR-23/18.59.3)	-	Nos	-	-
7Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (DSR-23/18.35)
7.01	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-23/18.35.1)	-	Nos	1	-

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 • 5.37 MB

Tendernotice_2.pdf

PDF • 0.20 MB

Work Item Documents

BOQ_2192641.xls

BOQ • 0.27 MB

PreQ_Avaada.pdf

Tender Documents • 0.92 MB

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Company

PRINCE ENTERPRISES

L1₹15.5 CrAdmitted-Finance

M/S AMT BUILDERS PVT LTD

L2₹15.7 Cr+₹17.5 L (1.13%)Admitted-Finance

SKC TECHNOCRAT PRIVATE LIMITED

L3₹15.8 Cr+₹29.1 L (1.88%)Admitted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (DSR-2023/2.10)
1.01	All kinds of soil : Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (DSR-2023/2.10.1.3)	-	Rmt	-	-
2Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 600 mm dia Ductile Iron Class K-9 pipes (DSR-2023/18.72.24)
3Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 600 mm dia pipes (DSR-23/18.70.10)
4Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 600 mm dia (DSR-2023/7676)
5P/f M.S. Specials such as tee, bends, collars, tapers, Gap piecs, including flange end as required, painting, Cutting, Welding as per site requirement of M.S. pipe thickness etc complete in all respects as per direction E/I (NOIDA/AR)
6Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : (DSR-23/18.59)
6.01	100 mm dia (DSR-23/18.59.3)	-	Nos	-	-
7Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (DSR-23/18.35)
7.01	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-23/18.35.1)	-	Nos	1	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (DSR-2023/2.10)

1.01

All kinds of soil : Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm (DSR-2023/2.10.1.3)

Rmt

2Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 600 mm dia Ductile Iron Class K-9 pipes (DSR-2023/18.72.24)

3Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 600 mm dia pipes (DSR-23/18.70.10)

4Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 600 mm dia (DSR-2023/7676)

5P/f M.S. Specials such as tee, bends, collars, tapers, Gap piecs, including flange end as required, painting, Cutting, Welding as per site requirement of M.S. pipe thickness etc complete in all respects as per direction E/I (NOIDA/AR)

6Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : (DSR-23/18.59)

6.01

100 mm dia (DSR-23/18.59.3)

Nos

7Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (DSR-23/18.35)

7.01

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-23/18.35.1)

Nos