Technical Eval

Works

Civil Works - Buildings

CONSTRUCTION OF RESIDENTIAL AND NON RESIDENTIAL BUILDING OF 02 UNIT FIRE STATION CENTRE IN TEHSIL BISAULI AT DISTRICT BADAUN UP In FY 2026-27

Chief Engineer PMGSY PWD Meerut

Bisauli Badaun | Budaun, Uttar Pradesh

Amount: ₹11.1 CrCloses: 26 Sept 2026Closed

Timeline

Published11 Sept 2026
Closed26 Sept 2026
Technical Evaluation15 Oct 2026
Award—

Bids

3 Bids15 Oct 2026

#	Company	Status
1	M/S MALTI DEVI CONSTRUCTIONS Accepted-Technical	Accepted-Technical Responsive
2	A K TRADERS Rejected-Technical AKHILESH ABHIYANTA PRANTIYA KHAND LONI VIV BARABANKI \| BARABANKI \| UTTAR PRADESH \| 225001	Rejected-Technical Non Responsive
3	M/S SANGEETA CONSTRUCTION Rejected-Technical	Rejected-Technical Non Responsive

Tender Value

₹11.1 Cr

EMD Value

₹21.1 L

Closing Date

26 Sept 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

SE, PMGSY Circle, PWD, Bareilly

Address

Office of The SE, PMGSY Circle, PWD, Bareilly

Work Description

CONSTRUCTION OF RESIDENTIAL AND NON RESIDENTIAL BUILDING OF 02 UNIT FIRE STATION CENTRE IN TEHSIL BISAULI AT DISTRICT BADAUN UP In FY 2026-27

Tender Information

Tender ID

2026_CEPMG_1184821_1

Reference Number

3213/34 Bhavan(Non EPC)/2026 dated 25.08.2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

547 days

Location

Bisauli Badaun

Source Website

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Eligibility / Pre-Qualification

Please refer tender document

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredOnlinepayment slipof Fee andEMD (.pdf)

RequiredBid document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,354

EMD Fee Amount

₹21.1 L

Pre-Bid Meeting

Meeting Place

Office of The SE, PMGSY Circle, PWD, Bareilly

Important Dates

Last Activity

15 Oct 2026

Published

11 Sept 2026

Bid Opening

26 Sept 2026

Download Starts

11 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

11 Sept 2026

Pre-Bid Meeting

22 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 (446 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.1	Civil Work : 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. (a)0.00 LVL. TO 1.50 MTR.	1,497.29	CUM	180	₹2,69,512.2
1.2	(b)1.50 LVL. TO 3.00 MTR.	282.79	CUM	267	₹75,504.93
1.3	(c)3.0 LVL. TO 4.50 MTR.	245.66	CUM	355	₹87,209.3
1.4	(d)4.50 LVL. TO 6.00 MTR.	31.65	CUM	442	₹13,989.3
2	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	50.88	CUM	369	₹18,774.72
3	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	4,338.94	CUM	484	₹21,00,046.96
4	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.	309.95	CUM	305	₹94,534.75
5	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)	342.16	CUM	4,702	₹16,08,836.32
6	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.	89.15	CUM	1,466	₹1,30,693.9
7	Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete.(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm(4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)	756.27	SQM	214	₹1,61,841.78

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 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

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NIT Documents

Tendernotice_1.pdf

PDF • 0.65 MB

Work Item Documents

CBDFinalF.pdf

Tender Documents • 3.97 MB

Drawing.pdf

Additional Documents • 7.69 MB

BOQ_2229163.xls

BOQ • 0.60 MB

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Company

M/S MALTI DEVI CONSTRUCTIONS

Accepted-Technical

A K TRADERS

Rejected-Technical

AKHILESH ABHIYANTA PRANTIYA KHAND LONI VIV BARABANKI | BARABANKI | UTTAR PRADESH | 225001

M/S SANGEETA CONSTRUCTION

Rejected-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.1

Civil Work : 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. (a)0.00 LVL. TO 1.50 MTR.

1,497.29

CUM

180

₹2,69,512.2

1.2

(b)1.50 LVL. TO 3.00 MTR.

282.79

CUM

267

₹75,504.93

1.3

245.66

CUM

355

₹87,209.3

1.4

(d)4.50 LVL. TO 6.00 MTR.

31.65

CUM

442

₹13,989.3

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

50.88

CUM

369

₹18,774.72

4,338.94

CUM

484

₹21,00,046.96

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

309.95

CUM

305

₹94,534.75

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)

342.16

CUM

4,702

₹16,08,836.32

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.

89.15

CUM

1,466

₹1,30,693.9

Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete.(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm(4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)

756.27

SQM

214

₹1,61,841.78