Tender ID

Technical BO

Works

Civil Works

Maintenance and Repairing of Link Road Gram Gaur To Hanuman Mandir under Mandi Samiti Atarra.

Rajya Krishi Utpadan Mandi Parishad,UP

Banda, Uttar Pradesh

Amount: ₹16.2 LCloses: 12 Nov 2026Closed

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Timeline

Published3 Nov 2026
Closed12 Nov 2026
Technical Evaluation12 Nov 2026
Award—

Bids

3 Bids12 Nov 2026

#	Company	Status
1	ABHILASHA ENTERPRISES Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
2	M/S SUNIL KUMAR Admitted-Fee/PreQual/Technical ALKAPURI ETAWAH \| ETAWAH \| UTTAR PRADESH \| 206001	Admitted-Fee/PreQual/Technical
3	M/S VIGHNAHARTA ENTERPRISES AND CONSTRUCTION Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Tender Value

₹16.2 L

EMD Value

₹1.6 L

Closing Date

12 Nov 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

DDC

Address

Office of DDC Mandi Parishad Tindwari Road Banda

Work Description

Maintenance and Repairing of Link Road Gram Gaur To Hanuman Mandir under Mandi Samiti Atarra.

Tender Information

Tender ID

2026_RKUMP_1204772_3

Reference Number

Nirman Khand Banda/Tender/2026-731 dt.21October2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Fixed-rate

Period of Work

90 days

Location

Banda

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,900

Tender Fee Payable To

DDC Mandi Parishad Banda

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

12 Nov 2026

Published

3 Nov 2026

Bid Opening

12 Nov 2026

Download Starts

3 Nov 2026

Download Ends

12 Nov 2026

Submission Starts

3 Nov 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 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing , laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the requirede density grading-III as per technical specification clause 405
2Providing and applying tack coat with V.G.-10 bitumin using bitumin pressure distributor @ 0.35 to 0.45 kg. per sqm. On the prepared bitumins surface cleaned with Hydrulic broom as per Technical Specifictin Clause 503
3Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumin to required line, grade and level to serve as wearing course on a previously prepared base incuding mixing in a suitable plant , lying and rolling with a three wheel 80-100 KN static roller capecity fifnished to required level and grades to be followed by seal coat Technical specification Claues508
4Providing and laying seal coat bu manual means with VG-10 grade Bitumin sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type_C as per Technical Specification Clause 510
5	Earth work in cutting or in embankment in black cotton soil in Bundelkhand Area, excation to be it he from of regular pits not exceeding 1/2 meter(20") in deoth earth work in embankment to be in 20 cm(8") layers including 1.5 meter (5ft) lifts and 30m (100ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m (100ft) distance as directed by th Engineer-in-charge.	-	Cum.	120	-
6	Providing & Fixing of Typical informatory sign board as per MORD specification and drawing . Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mmx5m size on back on edges. The lower plates will be welded with MS angle iron frame of 25mmx25mmx5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing with ready mixed synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of eppoxy paint as per drawing Clause 1701 and Annexure 1700.1	-	No.	15,000	-
7	Brick Edging on both side of the road with M-150 class brick on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required temples in proper aligment & also dressing ramming the excavated earth and directed by Engineer-in-charge. S.I. 765	-	Rm.	85	-
8	Earth work in embankment for foundation of structures upto 3m depth as per drawing and technical specification clause 305. 1 including setting out construction of shouring and bracing removal of stumps and other delterious materials and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenchs with excavated suitable material as per MORD Specification No. 300 as Per Data Book item No. 9.1	14.7	Cum.	120	₹1,764
9	Sand filling in plinth including supply of necessary quantity of sand including watering dressing etc. for proper completion of the work. S.I.No.-255+ cost of sand.	1.79	Cum.	1,100	₹1,969
10	Cement concrete with 4cm (1/2") gauge approved stone ballast approved coarse sand. Cment in proportion 1:6:12 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.	0.78	Cum.	3,700	₹2,886

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Bid Opening

tech_bid_open.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.56 MB

Work Item Documents

BOQ_2282099.xls

BOQ • 0.37 MB

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Company

ABHILASHA ENTERPRISES

Admitted-Fee/PreQual/Technical

M/S SUNIL KUMAR

Admitted-Fee/PreQual/Technical

ALKAPURI ETAWAH | ETAWAH | UTTAR PRADESH | 206001

M/S VIGHNAHARTA ENTERPRISES AND CONSTRUCTION

Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing , laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the requirede density grading-III as per technical specification clause 405
2Providing and applying tack coat with V.G.-10 bitumin using bitumin pressure distributor @ 0.35 to 0.45 kg. per sqm. On the prepared bitumins surface cleaned with Hydrulic broom as per Technical Specifictin Clause 503
3Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumin to required line, grade and level to serve as wearing course on a previously prepared base incuding mixing in a suitable plant , lying and rolling with a three wheel 80-100 KN static roller capecity fifnished to required level and grades to be followed by seal coat Technical specification Claues508
4Providing and laying seal coat bu manual means with VG-10 grade Bitumin sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type_C as per Technical Specification Clause 510
5	Earth work in cutting or in embankment in black cotton soil in Bundelkhand Area, excation to be it he from of regular pits not exceeding 1/2 meter(20") in deoth earth work in embankment to be in 20 cm(8") layers including 1.5 meter (5ft) lifts and 30m (100ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m (100ft) distance as directed by th Engineer-in-charge.	-	Cum.	120	-
6	Providing & Fixing of Typical informatory sign board as per MORD specification and drawing . Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mmx5m size on back on edges. The lower plates will be welded with MS angle iron frame of 25mmx25mmx5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing with ready mixed synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of eppoxy paint as per drawing Clause 1701 and Annexure 1700.1	-	No.	15,000	-
7	Brick Edging on both side of the road with M-150 class brick on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required temples in proper aligment & also dressing ramming the excavated earth and directed by Engineer-in-charge. S.I. 765	-	Rm.	85	-
8	Earth work in embankment for foundation of structures upto 3m depth as per drawing and technical specification clause 305. 1 including setting out construction of shouring and bracing removal of stumps and other delterious materials and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenchs with excavated suitable material as per MORD Specification No. 300 as Per Data Book item No. 9.1	14.7	Cum.	120	₹1,764
9	Sand filling in plinth including supply of necessary quantity of sand including watering dressing etc. for proper completion of the work. S.I.No.-255+ cost of sand.	1.79	Cum.	1,100	₹1,969
10	Cement concrete with 4cm (1/2") gauge approved stone ballast approved coarse sand. Cment in proportion 1:6:12 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.	0.78	Cum.	3,700	₹2,886

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing , laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the requirede density grading-III as per technical specification clause 405

2Providing and applying tack coat with V.G.-10 bitumin using bitumin pressure distributor @ 0.35 to 0.45 kg. per sqm. On the prepared bitumins surface cleaned with Hydrulic broom as per Technical Specifictin Clause 503

3Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumin to required line, grade and level to serve as wearing course on a previously prepared base incuding mixing in a suitable plant , lying and rolling with a three wheel 80-100 KN static roller capecity fifnished to required level and grades to be followed by seal coat Technical specification Claues508

4Providing and laying seal coat bu manual means with VG-10 grade Bitumin sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type_C as per Technical Specification Clause 510

Earth work in cutting or in embankment in black cotton soil in Bundelkhand Area, excation to be it he from of regular pits not exceeding 1/2 meter(20") in deoth earth work in embankment to be in 20 cm(8") layers including 1.5 meter (5ft) lifts and 30m (100ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m (100ft) distance as directed by th Engineer-in-charge.

Cum.

120

Providing & Fixing of Typical informatory sign board as per MORD specification and drawing . Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mmx5m size on back on edges. The lower plates will be welded with MS angle iron frame of 25mmx25mmx5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing with ready mixed synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of eppoxy paint as per drawing Clause 1701 and Annexure 1700.1

No.

15,000

Brick Edging on both side of the road with M-150 class brick on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required temples in proper aligment & also dressing ramming the excavated earth and directed by Engineer-in-charge. S.I. 765

Rm.

Earth work in embankment for foundation of structures upto 3m depth as per drawing and technical specification clause 305. 1 including setting out construction of shouring and bracing removal of stumps and other delterious materials and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenchs with excavated suitable material as per MORD Specification No. 300 as Per Data Book item No. 9.1

14.7

Cum.

120

₹1,764

Sand filling in plinth including supply of necessary quantity of sand including watering dressing etc. for proper completion of the work. S.I.No.-255+ cost of sand.

1.79

Cum.

1,100

₹1,969

Cement concrete with 4cm (1/2") gauge approved stone ballast approved coarse sand. Cment in proportion 1:6:12 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

0.78

Cum.

3,700

₹2,886