Financial BO

Works

Civil Works - Roads

14- Gram Jivana Guliyan Shiksha Sadan School Block Binauli say Bijwara Tak zero Sthar say lapan Sthar tak kali sadak.

Director Cum Chief Engineer RED

SE RED MEERUT | Meerut, Uttar Pradesh

Amount: Refer DocsCloses: 18 May 2026Closed

Timeline

Published11 May 2026
Closed18 May 2026
Technical Evaluation9 Jul 2026
Financial Evaluation10 Jul 2026
Award—

Bids

4 Bids10 Jul 2026

#	Company	Status
1	ABHINESH KUMAR Rejected-Technical	Rejected-Technical Non Responsive
2	M/S CHAUDHARY AND COMPANY Rejected-Technical 956 SHIV SHAKTI NAGAR MEERUT UTTAR PRADESH 250002 \| MEERUT \| UTTAR PRADESH \| 250002	Rejected-Technical Non Responsive
3	M/S JAI HANUMAN CONTRACTOR Rejected-Technical GRAM BAMNAULI DISTRICT BAGHPAT \| BAGHPAT \| UTTAR PRADESH	Rejected-Technical Non Responsive
4	M/S Sanjeev Kumar Thekedar Not Admitted-Finance	Not Admitted-Finance Others-Due to Single Tender

Tender Value

Refer Docs

EMD Value

₹1.3 L

Closing Date

18 May 2026, 9:00 amClosed

Tender Inviting Organisation

Name

SE,EE,EE.,DAO

Address

JILA UPBHOKTA KENDRA SURAJ KUND SE RED OFFICE MEERUT

Work Description

14- Gram Jivana Guliyan Shiksha Sadan School Block Binauli say Bijwara Tak zero Sthar say lapan Sthar tak kali sadak.

Tender Information

Tender ID

2026_REDUP_1147225_14

Reference Number

09/red/tndr/26-27dt01-04-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

150 days

Location

SE RED MEERUT

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredEMD (.pdf)

RequiredSBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,714

EMD Fee Amount

₹1.3 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Jul 2026

Published

11 May 2026

Bid Opening

18 May 2026

Download Starts

11 May 2026

Download Ends

18 May 2026

Submission Starts

11 May 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 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5	1,206.9	Cum	193.23	₹2,33,209.29
2	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.	213.34	Cum	186.2	₹39,723.91
3	Providing concrete for 1:4:8 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203	4.57	Cum	5,053.15	₹23,092.9
4	Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar	24.97	Cum	6,156	₹1,53,715.32
5	Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204	133.38	Sqm	172.9	₹23,061.4
6	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)	0.53	Cum	6,332.7	₹3,356.33
7	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.	384.14	Cum	2,452.9	₹9,42,257.01
8	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (G-2)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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. G-2	427.44	Cum	3,140.7	₹13,42,460.81
9	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (G-3)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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. G-3	487.48	Cum	3,156.85	₹15,38,901.24
10	Providing and applying primer coat with Bitumen emulsion SS-1 on prepared surface of granular base inluding cleaning of road surface and spraying at the rate of 0.70 kg/sqm using mechanical means as per technical Specification Clause 502.	5,699.25	Sqm	44.37	₹2,52,875.72

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.18 MB

Tendernotice_2.pdf

PDF • 9.76 MB

Work Item Documents

BOQ_2145955.xls

BOQ • 0.30 MB

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Company

ABHINESH KUMAR

Rejected-Technical

M/S CHAUDHARY AND COMPANY

Rejected-Technical

956 SHIV SHAKTI NAGAR MEERUT UTTAR PRADESH 250002 | MEERUT | UTTAR PRADESH | 250002

M/S JAI HANUMAN CONTRACTOR

Rejected-Technical

GRAM BAMNAULI DISTRICT BAGHPAT | BAGHPAT | UTTAR PRADESH

M/S Sanjeev Kumar Thekedar

Not Admitted-Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

1,206.9

Cum

193.23

₹2,33,209.29

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

213.34

Cum

186.2

₹39,723.91

Providing concrete for 1:4:8 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203

4.57

Cum

5,053.15

₹23,092.9

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar

24.97

Cum

6,156

₹1,53,715.32

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

133.38

Sqm

172.9

₹23,061.4

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)

0.53

Cum

6,332.7

₹3,356.33

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

384.14

Cum

2,452.9

₹9,42,257.01

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (G-2)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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. G-2

427.44

Cum

3,140.7

₹13,42,460.81

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (G-3)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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. G-3

487.48

Cum

3,156.85

₹15,38,901.24

Providing and applying primer coat with Bitumen emulsion SS-1 on prepared surface of granular base inluding cleaning of road surface and spraying at the rate of 0.70 kg/sqm using mechanical means as per technical Specification Clause 502.

5,699.25

Sqm

44.37

₹2,52,875.72