Technical Eval

Works

Civil Works

Khwaja Muinuddin Chishti bhasha Visvavidyalay Lucknow ke Sampark marg ke chaurikaran evam sudradikaran ka karya.

Lucknow Development Authority

Gomti Nagar, lko | Lucknow, Uttar Pradesh

Amount: ₹1.1 CrCloses: 7 Apr 2026Closed

Timeline

Published28 Mar 2026
Closed7 Apr 2026
Technical Evaluation1 Jun 2026
Award—

Bids

6 Bids1 Jun 2026

#	Company	Status
1	AMBE INFRAPROJECTS PRIVATE LIMITED Accepted-Technical 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW \| LUCKNOW \| LUCKNOW \| UTTAR PRADESH \| 226010	Accepted-Technical Qualified
2	GAYATRI DEVELOPERS Accepted-Technical	Accepted-Technical Qualified
3	M/S RAGNI CONSTRUCTION Accepted-Technical	Accepted-Technical Qualified
4	AKS BUILDERS Not Admitted-Fee/PreQual/Technical	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification
5	M/S AMT BUILDERS PVT LTD Not Admitted-Fee/PreQual/Technical	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹1.1 Cr

EMD Value

₹3.4 L

Closing Date

7 Apr 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer

Address

Gomti Nagar Lko

Work Description

Khwaja Muinuddin Chishti bhasha Visvavidyalay Lucknow ke Sampark marg ke chaurikaran evam sudradikaran ka karya.

Tender Information

Tender ID

2026_LDAUP_1131342_1

Reference Number

265/E-tender/CE/2025-26/6

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

270 days

Location

Gomti Nagar, lko

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredTender Fees and EMD (.pdf)

RequiredTender Document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹4,366

Tender Fee Payable To

Secretary LDA

EMD Fee Amount

₹3.4 L

Important Dates

Last Activity

1 Jun 2026

Published

28 Mar 2026

Bid Opening

8 Apr 2026

Download Starts

28 Mar 2026

Download Ends

7 Apr 2026

Submission Starts

28 Mar 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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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, lift up to 1.5 m, 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 2023- 2.8.1
2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. Note : Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement., All works up to plinth level:, Concrete of M25 grade with minimum cement content of 300 kg /cum DSR 2023- 4.20.1.4
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023- 4.1.6
4Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate)
5Plant Mix Method Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 DSR 2023- 4.01.401 (A)
6Wet Mix Macadam (Plant Mix Method) 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub - base / base course on well prepared surface and compacting with vibratory roller to achive the desired density. DSR 2023- 4.14.406(B)
7Tack Coat on Bituminous Surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. DSR 2023- 5.02.503(i)
8	Dense Graded Bituminous Macadam Grading -II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. DSR 2023- 5.04.505(B)	0.6	Cum	-	-
9	Bituminous Concrete Grading -II (Using waste plastic) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects. DSR 2023- 5.05.5.19(B)	0.4	Cum	-	-
10	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Tranvers bar). Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mim is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.	1	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.90 MB

Work Item Documents

T2.pdf

Tender Documents • 2.35 MB

BOQ_2110857.xls

BOQ • 0.28 MB

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Company

AMBE INFRAPROJECTS PRIVATE LIMITED

Accepted-Technical

2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010

GAYATRI DEVELOPERS

Accepted-Technical

M/S RAGNI CONSTRUCTION

Accepted-Technical

AKS BUILDERS

Not Admitted-Fee/PreQual/Technical

M/S AMT BUILDERS PVT LTD

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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, lift up to 1.5 m, 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 2023- 2.8.1
2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. Note : Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement., All works up to plinth level:, Concrete of M25 grade with minimum cement content of 300 kg /cum DSR 2023- 4.20.1.4
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023- 4.1.6
4Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate)
5Plant Mix Method Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 DSR 2023- 4.01.401 (A)
6Wet Mix Macadam (Plant Mix Method) 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub - base / base course on well prepared surface and compacting with vibratory roller to achive the desired density. DSR 2023- 4.14.406(B)
7Tack Coat on Bituminous Surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. DSR 2023- 5.02.503(i)
8	Dense Graded Bituminous Macadam Grading -II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. DSR 2023- 5.04.505(B)	0.6	Cum	-	-
9	Bituminous Concrete Grading -II (Using waste plastic) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects. DSR 2023- 5.05.5.19(B)	0.4	Cum	-	-
10	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Tranvers bar). Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mim is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.	1	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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, lift up to 1.5 m, 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 2023- 2.8.1

2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. Note : Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement., All works up to plinth level:, Concrete of M25 grade with minimum cement content of 300 kg /cum DSR 2023- 4.20.1.4

3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023- 4.1.6

4Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate)

5Plant Mix Method Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 DSR 2023- 4.01.401 (A)

6Wet Mix Macadam (Plant Mix Method) 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub - base / base course on well prepared surface and compacting with vibratory roller to achive the desired density. DSR 2023- 4.14.406(B)

7Tack Coat on Bituminous Surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. DSR 2023- 5.02.503(i)

Dense Graded Bituminous Macadam Grading -II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. DSR 2023- 5.04.505(B)

0.6

Cum

Bituminous Concrete Grading -II (Using waste plastic) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects. DSR 2023- 5.05.5.19(B)

0.4

Cum

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Tranvers bar). Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mim is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.

Sqm