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Works

Civil Works

Under Infrastructure Fund Talpura Road Housing Development Scheme in Jhansi district repair strengthening work of roads in Jhansi RCC drain construction work behind Paramedical Boundary Wall in Nagar Nigam Jhansi Mauja Scheme No 3 Road strengthening

U.P. Housing and Development Board

Under Infrastructure Fund Talpura Road Housing Dev | Jhansi, Uttar Pradesh

Amount: ₹5.8 CrCloses: 10 Sept 2025Closed

Timeline

Published27 Aug 2025
Closed10 Sept 2025
Technical Evaluation19 Sept 2025
Financial Evaluation29 Oct 2025
Award—

Bids

1 Bid29 Oct 2025

#	Company	Status
1	Shivansh Enterprises Not Admitted-Finance 00 NEAR LAXMI MANDIR JHANSI ROAD ORAI JHANSI ROAD RAM NAGAR JALAUN UTTAR PRADESH 285001 UDYAM UP 37 0014656 \| JALAUN \| UTTAR PRADESH \| 285001	Not Admitted-Finance Others-TECHNICAL BID COMITTEE

Tender Value

₹5.8 Cr

EMD Value

₹11.6 L

Closing Date

10 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER CD BUNDELKHAND 01 UPAVP JHANSI

Address

EXECUTIVE ENGINEER CD BUNDELKHAND 01 UPAVP JHANSI

Work Description

Under Infrastructure Fund Talpura Road Housing Development Scheme in Jhansi district repair strengthening work of roads in Jhansi RCC drain construction work behind Paramedical Boundary Wall in Nagar Nigam Jhansi Mauja Scheme No 3 Road strengthening

Tender Information

Tender ID

2025_UPHDB_1054523_2

Reference Number

1170/AC-9/35 DT 03.07.2025

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

Under Infrastructure Fund Talpura Road Housing Dev

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredTECHNICAL BID (.pdf)

Finance

RequiredBOQ (.xls)

RequiredFINANCIAL BID (.pdf)

Fee & Financial Details

Tender Fee Amount

₹8,850

Tender Fee Payable To

EXECUTIVE ENGINEER CD BUNDELKHAND UPAVP B-1 JHANSI

EMD Fee Amount

₹11.6 L

Important Dates

Last Activity

29 Oct 2025

Published

27 Aug 2025

Bid Opening

10 Sept 2025

Download Starts

27 Aug 2025

Download Ends

10 Sept 2025

Submission Starts

27 Aug 2025

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (79 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Strengthening of Road at Talpura Yojna Jhansi.
1.01	Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.2 kg per sqm on the prepared WMM surface cleaned with mechanical broom.AR	6,583.5	Sqm	12.99	₹85,519.67
1.02	Providing and laying Semi dense bituminous concrete with 100-120 THP batch type HPM producing an average output of 75 tonne per hour using crushed aggregates of specified grading ,premixed with biyuminous binder @ 4.5 to 5 % of mix and filler ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade level and alingement , rolling with smooth wheeled vibratory and tondom rollers to achieve the desiered compaction as per MORT&H specification cluase 508 complate in all respect.P-135	164.59	Cum	8,863	₹14,58,761.17
1.03	Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR 16.50	1,192	Nos	150.21	₹1,79,050.32
1.04	Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.DSR 16.62	402.9	Sqm	544.5	₹2,19,379.05
2CONSTRUCTION OF DRAIN AT BHUMI VIKAS EWAM GRAH STHAN YOJNA NO-3 JHANSI.
2.01	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in 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	2,660	CUM	189.53	₹5,04,149.8
2.02	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) DSR 4.1.8	42.4	CUM	4,960.03	₹2,10,305.27
2.03	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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) IN RAFT FOUNDATION DSR 5.1.2	288	CUM	6,586.49	₹18,96,909.12
2.04	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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) IN RCC WALL & SLAB DSR 5.1.2	608	CUM	6,586.49	₹40,04,585.92

Stage Documents

Stage Summary Snapshot

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Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

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Financial Bid Opening

fin_bid_open.pdf

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

FINCAHD.pdf

Tender Documents • 0.87 MB

BOQ_1950508.xls

BOQ • 0.39 MB

CORIGENDUM.pdf

Tender Documents • 0.58 MB

TECHNICALD.pdf

Tender Documents • 10.48 MB

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Company

Shivansh Enterprises

Not Admitted-Finance

00 NEAR LAXMI MANDIR JHANSI ROAD ORAI JHANSI ROAD RAM NAGAR JALAUN UTTAR PRADESH 285001 UDYAM UP 37 0014656 | JALAUN | UTTAR PRADESH | 285001

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Strengthening of Road at Talpura Yojna Jhansi.
1.01	Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.2 kg per sqm on the prepared WMM surface cleaned with mechanical broom.AR	6,583.5	Sqm	12.99	₹85,519.67
1.02	Providing and laying Semi dense bituminous concrete with 100-120 THP batch type HPM producing an average output of 75 tonne per hour using crushed aggregates of specified grading ,premixed with biyuminous binder @ 4.5 to 5 % of mix and filler ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade level and alingement , rolling with smooth wheeled vibratory and tondom rollers to achieve the desiered compaction as per MORT&H specification cluase 508 complate in all respect.P-135	164.59	Cum	8,863	₹14,58,761.17
1.03	Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR 16.50	1,192	Nos	150.21	₹1,79,050.32
1.04	Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.DSR 16.62	402.9	Sqm	544.5	₹2,19,379.05
2CONSTRUCTION OF DRAIN AT BHUMI VIKAS EWAM GRAH STHAN YOJNA NO-3 JHANSI.
2.01	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in 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	2,660	CUM	189.53	₹5,04,149.8
2.02	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) DSR 4.1.8	42.4	CUM	4,960.03	₹2,10,305.27
2.03	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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) IN RAFT FOUNDATION DSR 5.1.2	288	CUM	6,586.49	₹18,96,909.12
2.04	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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) IN RCC WALL & SLAB DSR 5.1.2	608	CUM	6,586.49	₹40,04,585.92

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Strengthening of Road at Talpura Yojna Jhansi.

1.01

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.2 kg per sqm on the prepared WMM surface cleaned with mechanical broom.AR

6,583.5

Sqm

12.99

₹85,519.67

1.02

Providing and laying Semi dense bituminous concrete with 100-120 THP batch type HPM producing an average output of 75 tonne per hour using crushed aggregates of specified grading ,premixed with biyuminous binder @ 4.5 to 5 % of mix and filler ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade level and alingement , rolling with smooth wheeled vibratory and tondom rollers to achieve the desiered compaction as per MORT&H specification cluase 508 complate in all respect.P-135

164.59

Cum

8,863

₹14,58,761.17

1.03

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR 16.50

1,192

Nos

150.21

₹1,79,050.32

1.04

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.DSR 16.62

402.9

Sqm

544.5

₹2,19,379.05

2CONSTRUCTION OF DRAIN AT BHUMI VIKAS EWAM GRAH STHAN YOJNA NO-3 JHANSI.

2.01

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in 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

2,660

CUM

189.53

₹5,04,149.8

2.02

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) DSR 4.1.8

42.4

CUM

4,960.03

₹2,10,305.27

2.03

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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) IN RAFT FOUNDATION DSR 5.1.2

288

CUM

6,586.49

₹18,96,909.12

2.04

608

CUM

6,586.49

₹40,04,585.92