AOC

Works

Miscellaneous Works

Hockey Turf Mandideep Raisen 2026 Ist Call

Directorate Sports and Youth Welfare

Bhopal, Madhya Pradesh

Amount: ₹5.9 CrCloses: 15 Apr 2026Closed

Timeline

Published24 Mar 2026
Closed15 Apr 2026
Technical Evaluation3 Jul 2026
Financial Evaluation21 Jul 2026
Awarded7 Sept 2026

Bids

Percentage

3 Bids7 Sept 2026

#	Company	Amount	Rank	Status
1	Great SportsTech Limited 1₹5.9 CrAccepted-AOC 101 1 10 68 4 PLOT NO 52 SRINIVASA NILAYAM CHIKOTI GARDENS BEGUMPET HYDERABAD TELANGANA 500016 \| MEDCHAL MALKAJGIRI \| TELANGANA \| 500016	₹5.9 Cr	1	Accepted-AOC Rates Accepted
2	ADVANCED SPORT TECHNOLOGIES LLP 2₹5.9 Cr+₹1.8 L (0.30%)Rejected-Finance 2277 RAJA PARK RANI BAGH RANI BAGH NORTH WEST DELHI DELHI 110034 \| NORTH WEST DELHI \| DELHI \| 110034	₹5.9 Cr+₹1.8 L (0.30%)	2	Rejected-Finance Quoted Amount Rejected
3	ALTIUS SPORTS AND LEISURE PRIVATE LIMITED 3₹5.9 Cr+₹3.2 L (0.55%)Rejected-Finance 38A 2 JYOTISH ROY ROAD KOLKATA 700053 \| KOLKATA \| KOLKATA \| WEST BENGAL \| 700053	₹5.9 Cr+₹3.2 L (0.55%)	3	Rejected-Finance Quoted Amount Rejected

Corrigenda

Corrigendum

3 updatesLatest on 16 Apr 2026Submission Ends:15 Apr 202622 Apr 2026

Date changes

Download Ends15 Apr 202622 Apr 2026Submission Ends15 Apr 202622 Apr 2026Bid Opening16 Apr 202623 Apr 2026

Tender Value

₹5.9 Cr

EMD Value

₹17.7 L

Closing Date

15 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

DIRECTOR SPORTS AND YOUTH WELFARE

Address

T T NAGAR STADIUM BHOPAL

Work Description

E Tender for Synthetic Hockey Turf at Mandeep Raisen 2026 First Call

Tender Information

Tender ID

2026_DSYW_493372_1

Reference Number

12548/DSYW/INFRA/2026

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Percentage

Period of Work

365 days

Location

BHOPAL

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredAll Tender Document Given in the bid (.pdf)

Finance

RequiredFinancial bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹17.7 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Sept 2026

Published

24 Mar 2026

Bid Opening

16 Apr 2026

Download Starts

24 Mar 2026

Download Ends

15 Apr 2026

Submission Starts

10 Apr 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 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000 meters Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth with all lifts and lead upto 1000 m as relevent clauses of section-300 of specification. (50% qty considered for soil excavation)
3Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300
4Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.
5Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
6Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
7Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications., @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)
8Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. Using Batch Mix Plant of appropriate capacity for GradingII(19 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30)
-	Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification Using Batch Mix Plant of appropriate capacity for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30)	-	Cum	-	-
-	Providing laying and rolling of 20 mm thick open-graded premix carpet (thickness not less than 20 mm at any place) conposed of 13.2 mn graded aggregate size @ 0. 18 cum per 10 sqm &11.2 mm graded size 0.09 cum per 10 sqm using with bituminous binder @ 13.43 kg per 10 Sqm (i.e 92% of standard bitumen) and 8 % waste processed plastic by weight shall be used for coating aggregate after its heating as per IRC:SP:98- 2013, laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in s suitable plant, laying and rolling with a three wheel 8 to 10 ton static roller capacity, finished to required level and grades as per technical specification clause 508 to be seal coat of either type A, type B or type C as per technical specification Note- The above shall be included in the DPR and executed with prior written permission from the E-IN-C MPPWD. Bitumen ( VG-30)	-	SQM	-	-
-	Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.	-	CUM	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.08 MB

Work Item Documents

ETENDERFORMANDIDEEPHOCKEYTURF2026FirstCall.pdf

Tender Documents • 0.53 MB

BOQ_585599.xls

BOQ • 0.32 MB

Corrigendum Documents

MandideepHokey12345.pdf

PDF • 0.08 MB

MandideepHokey12345.pdf

PDF • 0.08 MB

Document2.pdf

PDF • 0.05 MB

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Company

Great SportsTech Limited

1₹5.9 CrAccepted-AOC

101 1 10 68 4 PLOT NO 52 SRINIVASA NILAYAM CHIKOTI GARDENS BEGUMPET HYDERABAD TELANGANA 500016 | MEDCHAL MALKAJGIRI | TELANGANA | 500016

ADVANCED SPORT TECHNOLOGIES LLP

2₹5.9 Cr+₹1.8 L (0.30%)Rejected-Finance

2277 RAJA PARK RANI BAGH RANI BAGH NORTH WEST DELHI DELHI 110034 | NORTH WEST DELHI | DELHI | 110034

ALTIUS SPORTS AND LEISURE PRIVATE LIMITED

3₹5.9 Cr+₹3.2 L (0.55%)Rejected-Finance

38A 2 JYOTISH ROY ROAD KOLKATA 700053 | KOLKATA | KOLKATA | WEST BENGAL | 700053

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
2Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000 meters Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth with all lifts and lead upto 1000 m as relevent clauses of section-300 of specification. (50% qty considered for soil excavation)
3Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300
4Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.
5Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
6Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
7Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications., @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)
8Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. Using Batch Mix Plant of appropriate capacity for GradingII(19 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30)
-	Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification Using Batch Mix Plant of appropriate capacity for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30)	-	Cum	-	-
-	Providing laying and rolling of 20 mm thick open-graded premix carpet (thickness not less than 20 mm at any place) conposed of 13.2 mn graded aggregate size @ 0. 18 cum per 10 sqm &11.2 mm graded size 0.09 cum per 10 sqm using with bituminous binder @ 13.43 kg per 10 Sqm (i.e 92% of standard bitumen) and 8 % waste processed plastic by weight shall be used for coating aggregate after its heating as per IRC:SP:98- 2013, laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in s suitable plant, laying and rolling with a three wheel 8 to 10 ton static roller capacity, finished to required level and grades as per technical specification clause 508 to be seal coat of either type A, type B or type C as per technical specification Note- The above shall be included in the DPR and executed with prior written permission from the E-IN-C MPPWD. Bitumen ( VG-30)	-	SQM	-	-
-	Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.	-	CUM	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

2Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000 meters Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth with all lifts and lead upto 1000 m as relevent clauses of section-300 of specification. (50% qty considered for soil excavation)

3Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300

4Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.

5Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

6Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

7Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications., @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)

8Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. Using Batch Mix Plant of appropriate capacity for GradingII(19 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30)

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification Using Batch Mix Plant of appropriate capacity for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30)

Cum

Providing laying and rolling of 20 mm thick open-graded premix carpet (thickness not less than 20 mm at any place) conposed of 13.2 mn graded aggregate size @ 0. 18 cum per 10 sqm &11.2 mm graded size 0.09 cum per 10 sqm using with bituminous binder @ 13.43 kg per 10 Sqm (i.e 92% of standard bitumen) and 8 % waste processed plastic by weight shall be used for coating aggregate after its heating as per IRC:SP:98- 2013, laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in s suitable plant, laying and rolling with a three wheel 8 to 10 ton static roller capacity, finished to required level and grades as per technical specification clause 508 to be seal coat of either type A, type B or type C as per technical specification Note- The above shall be included in the DPR and executed with prior written permission from the E-IN-C MPPWD. Bitumen ( VG-30)

SQM

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.

CUM