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Construction of Volleyball Practice Wall of Size 9.00 m Long x 4.50 m High x 230 mm Thick at SVNIT Campus, Surat

S. V. National Institute of Technology-Surat

SVNIT Campus | Surat, Gujarat

Amount: ₹3.5 LCloses: 14 Oct 2026

Timeline

Published24 Sept 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹3.5 L

EMD Value

₹7,000

Closing Date

14 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Dr. D. M. Patel

Address

Sr. Executive Engineer, Estate Section, Administrative Building, SVNIT, Surat, Gujarat-395007. Contact No. 0261-2201730-31-1738

Work Description

Construction of Volleyball Practice Wall of Size 9.00 m Long x 4.50 m High x 230 mm Thick

Tender Information

Tender ID

2026_SVNIT_927515_1

Reference Number

SVNIT-CPP-518/ Estate-Civil/200/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Piece-work

Period of Work

45 days

Location

SVNIT Campus

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Registration in PWD/CPWD/MES/Municipal Corporation/Semi Government Organization and Public Sectors, Bank Solvency, etc.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScan copy of Acceptance letter as per Annexure-I and Site Visit Certificate (Annexure-V) (.pdf)

RequiredScan copy of Original Demand Draft of EMD (.pdf)

RequiredScan copy of valid registration of PWD/CPWD/MES/Municipal Corp. /Semi Govt. Org./ Public Sector (.pdf)

RequiredBank solvency certificate of Nationalized Bank/ Scheduled Bank (Not Older than One Year) (.pdf)

RequiredScan copy of registration certificate of GST and PAN (.pdf)

RequiredBidders Information (Annexure-III) (.pdf)

RequiredBOQ (Price Bid) (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹7,000

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

16 Oct 2026

Download Starts

24 Sept 2026

Download Ends

14 Oct 2026

Submission Starts

24 Sept 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 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR 2.8.1)	7.84	cum	260.3	₹2,040.75
2	1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8)	0.78	cum	6,812	₹5,340.61
3	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Bored cast-in-situ RCC piles, 450 mm dia, 3 m depth – (DSR 20.2.1)	12	metre	2,278.3	₹27,339.6
4	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2)	2.59	cum	9,045.75	₹23,446.58
5	Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1)	8.64	sqm	392.15	₹3,388.18
6	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.2.2)	3.11	cum	10,852.95	₹33,698.41
7	Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6)	24.84	sqm	961.3	₹23,878.69
8	Centering and shuttering including strutting, propping etc. and removal of form for intels, beams, cantilevers plinth beams, (DSR 5.9.5)	22.41	sqm	736.4	₹16,502.72
9	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6)	935.4	kg	107.85	₹1,00,882.89
10	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)	6.83	cum	9,105.95	₹62,202.74

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 • 0.40 MB

Work Item Documents

518TechnicalData.pdf

Tender Documents • 0.52 MB

BOQ_974698.xls

BOQ • 0.28 MB

Drawings518.pdf

Additional Documents • 0.24 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR 2.8.1)

7.84

cum

260.3

₹2,040.75

1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8)

0.78

cum

6,812

₹5,340.61

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Bored cast-in-situ RCC piles, 450 mm dia, 3 m depth – (DSR 20.2.1)

metre

2,278.3

₹27,339.6

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2)

2.59

cum

9,045.75

₹23,446.58

Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1)

8.64

sqm

392.15

₹3,388.18

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.2.2)

3.11

cum

10,852.95

₹33,698.41

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6)

24.84

sqm

961.3

₹23,878.69

Centering and shuttering including strutting, propping etc. and removal of form for intels, beams, cantilevers plinth beams, (DSR 5.9.5)

22.41

sqm

736.4

₹16,502.72

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6)

935.4

107.85

₹1,00,882.89

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)

6.83

cum

9,105.95

₹62,202.74