Cancelled

Works

Civil Works

CONSTRUCTION OF R.T.R.W.H CLUSTER-5 PATIYALI KASGANJ

Minor Irrigation Department

CONSTRUCTION OF R.T.R.W.H CLUSTER-5 PATIYALI KASGA | Kasganj, Uttar Pradesh

Amount: ₹5.3 LCloses: 29 Jun 2026Closed

Timeline

Published15 Jun 2026
Closed29 Jun 2026
Cancelled8 Jul 2026

Corrigenda

Corrigendum

1 updatesLatest on 27 Jun 2026Submission Ends:29 Jun 20269 Jul 2026

Date changes

Download Ends29 Jun 20269 Jul 2026Submission Ends29 Jun 20269 Jul 2026Bid Opening30 Jun 202610 Jul 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderAll the aforementioned tenders are cancelled due to unavoidable reasons.Reason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 8 Jul 2026

Tender Value

₹5.3 L

EMD Value

₹53,000

Closing Date

29 Jun 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer.

Address

Executive Engineer Minor Irrigation Department Near Dhanipur Block GT.Road Aligarh.

Work Description

CONSTRUCTION OF R.T.R.W.H CLUSTER-5 PATIYALI KASGANJ

Tender Information

Tender ID

2026_UPMID_1159975_1

Reference Number

325-09-05/tack/rtrwh2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

45 days

Location

CONSTRUCTION OF R.T.R.W.H CLUSTER-5 PATIYALI KASGA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Bid (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹677

Tender Fee Payable To

Executive Engineer Minor Irrigation .

EMD Fee Amount

₹53,000

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Aligarh

Important Dates

Last Activity

8 Jul 2026

Published

15 Jun 2026

Bid Opening

30 Jun 2026

Download Starts

15 Jun 2026

Download Ends

29 Jun 2026

Submission Starts

15 Jun 2026

Pre-Bid Meeting

16 Jun 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (25 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation in ordinary soil. Upto 1.50 M lift and 30 M lead as per ISOR IV SNO 1 .	59.13	M3	-	-
2	Providing and laying P.C.C. (1:4:8) with cement, 40 mm stone ballast and coarse sand including supply of all material, labour and T&P etc. required for proper comletion of the work. In foundation and floors as per Analysis Irri SOR.	5.76	M3	-	-
3	Providing and laying C.C. (1:3:6) with cement, 10-20 mm stone aggrigate and coarse sand including supply of all material, labour and T&P etc. required for proper comletion of the work. In foundation and floors as per Analysis Irri SOR..	5.73	M3	-	-
4	Brick work with common brunt clay F.P.s. (non mudular) bricks of designation,100 in foundation and plinth in cement mortar (1:4) as per Analysis Irri SOR..	19.33	M3	-	-
5	Providing and laying C.C. (1:2:4) cement, 10-20mm stone gritt and coarse sand including supply of all material, labour and T&P etc. required for proper comletion of the work. In foundation and floors as per Analysis Irri SOR.	7.36	M3	-	-
6	12 mm thick cement Plaster on brick work with cement mortar of mix (upto 10 meter height from GL in (1:4) as per Analysis Irri SOR.	137.74	M2	-	-
7	Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies and access platform AS per analysis	22.42	M2	-	-
8	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). as Analysis IRRI SOR .	2.79	M3	-	-
9	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.as Analysis IRRI SOR	3.29	Qtl.	-	-
10	Providing and fixing110mm PVC pipe confirming to IS make working pressure 6 kgf/cm2 P.V.C.including testing labour T&P and all complete fitting OLD pwd sor Cheapter 23 SI NO 32 (v).	99	M	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.36 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.64 MB

Work Item Documents

BOQ_2173953.xls

BOQ • 0.33 MB

Corrigendum Documents

Date.pdf

PDF • 0.93 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation in ordinary soil. Upto 1.50 M lift and 30 M lead as per ISOR IV SNO 1 .

59.13

Providing and laying P.C.C. (1:4:8) with cement, 40 mm stone ballast and coarse sand including supply of all material, labour and T&P etc. required for proper comletion of the work. In foundation and floors as per Analysis Irri SOR.

5.76

Providing and laying C.C. (1:3:6) with cement, 10-20 mm stone aggrigate and coarse sand including supply of all material, labour and T&P etc. required for proper comletion of the work. In foundation and floors as per Analysis Irri SOR..

5.73

Brick work with common brunt clay F.P.s. (non mudular) bricks of designation,100 in foundation and plinth in cement mortar (1:4) as per Analysis Irri SOR..

19.33

Providing and laying C.C. (1:2:4) cement, 10-20mm stone gritt and coarse sand including supply of all material, labour and T&P etc. required for proper comletion of the work. In foundation and floors as per Analysis Irri SOR.

7.36

12 mm thick cement Plaster on brick work with cement mortar of mix (upto 10 meter height from GL in (1:4) as per Analysis Irri SOR.

137.74

Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies and access platform AS per analysis

22.42

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). as Analysis IRRI SOR .

2.79

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.as Analysis IRRI SOR

3.29

Qtl.

Providing and fixing110mm PVC pipe confirming to IS make working pressure 6 kgf/cm2 P.V.C.including testing labour T&P and all complete fitting OLD pwd sor Cheapter 23 SI NO 32 (v).