Public Administrative Department Local Bodies Closing in 17 days TDR #58404526

Tender For TENDER FOR PROCUREMENT OF R.C.C. PRECAST FRAME AND COVER FOR STORM-DRAINAGE INLET CHAMBER (6-MONTH RATE CONTRACT)

Issued by Local Bodies · Surat, Gujarat
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Nov 2026
17 days left
EMD
1.48 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Surat → Gujarat
EMD Exemption
Not Available
Quantity
Not Available

Project Description

TENDER FOR PROCUREMENT OF R.C.C. PRECAST FRAME AND COVER FOR STORM-DRAINAGE INLET CHAMBER (6-MONTH RATE CONTRACT)- 09/003/0025/53/1/0/0r.c.c. precast frame (600 x 450 mm) rectangular frame: (1) outer side dimension : 890mm x 740 mm. (2) thickness : 125mm (3) (3) clear opening: 600mm x 450mm.(4) tolerance +/- 5mm. the maximum cement content in the concrete shall be 360 kg/m3 with a maximum water cement ratio of 0.45. concrete weaker then grade - m 30 shall not be used. compaction of concrete shall be done by machine vibration. design and dimensions are as per attached drawing. note:- (1) frame shall conforms is:12592 (part-2,1991) with latest amendments if any, 09/003/0031/53/1/0/0r.c.c. precast cover (600 mm x 450 mm) rectangular.cover: (1) outer side dimension: 750mm x 600mm. (2) thickness: 75mm (3) lifting hooks: 12mm ms bar welded to the bottom with steel. it shall be easily and quickly opened with crow bars and pickaxes. (4) protection for edge: ms strip of minimum 2 mm thick around the periphery of the cover painted with anti corrosive paint. (5) design load and carrying capacity: 10 mt (6) tolerance +/- 5mm. the maximum cement content in the concrete shall be 360 kg/m3 with a maximum water cement ratio of 0.45. concrete weaker then grade - m 30 shall not be used. compaction of concrete shall be done by machine vibration. design and dimensions are as per attached drawing. order will be as and when required in staggered manner. note:- (1) cover shall conforms is:12592 (part-1,1988) with latest amendments if any. (2) it is compulsory to mark smc-cs on each r.c.c. pre cast cover., 09/003/0035/53/1/0/0r.c.c. precast frame (750 x 600 mm) rectangular frame: (1) outer side dimension : 1050mm x 900mm. (2) thickness : 150mm (3) protection for edge: 25mm x 3mm m.s.strip shall be provided to welded with reinforcement. (4) clear opening: 750mm x 600mm.(5) tolerance +/- 5mm. the maximum cement content in the concrete shall be 360 kg/m3 with a maximum water cement ratio of 0.45. concrete weaker then grade - m 30 shall not be used. compaction of concrete shall be done by machine vibration. design and dimensions are as per attached drawing. note:- (1) frame shall conforms is:12592 (part-2,1991) with latest amendments if any., 09/003/0041/53/1/0/0r.c.c. precast cover (750 mm x 600 mm) rectangular.cover: (1) outer side dimension: 900mm x 750mm. (2) thickness: 75mm (3) lifting hooks: 12mm ms bar welded to the bottom with steel. it shall be easily and quickly opened with crow bars and pickaxes. (4) protection for edge: ms strip of minimum 2 mm thick around the periphery of the cover painted with anti corrosive paint. (5) design load and carrying capacity: 15 mt (6) tolerance +/- 5mm. the maximum cement content in the concrete shall be 360 kg/m3 with a maximum water cement ratio of 0.45. concrete weaker then grade - m 30 shall not be used. compaction of concrete shall be done by machine vibration. design and dimensions are as per attached drawing. order will be as and when required in staggered manner. note:- (1) cover shall conforms is:12592 (part-1,1988) with latest amendments if any. (2) it is compulsory to mark smc-cs on each r.c.c. pre cast cover.

BOQ

Sl. No. Item Name
109/003/0025/53/1/0/0r.c.c. precast frame (600 x 450 mm) rectangular frame: (1) outer side dimension : 890mm x 740 mm. (2) thickness : 125mm (3) (3) clear opening: 600mm x 450mm.(4) tolerance +/- 5mm. the maximum cement content in the concrete shall be 360 kg/m3 with a maximum water cement ratio of 0.45. concrete weaker then grade - m 30 shall not be used. compaction of concrete shall be done by machine vibration. design and dimensions are as per attached drawing. note:- (1) frame shall conforms is:12592 (part-2,1991) with latest amendments if any
209/003/0031/53/1/0/0R.C.C. Precast Cover (600 mm x 450 mm) Rectangular.COVER: (1) Outer side dimension: 750mm x 600mm. (2) Thickness: 75mm (3) Lifting Hooks: 12mm MS bar welded to the bottom with steel. It shall be easily and quickly opened with crow bars and pickaxes. (4) Protection for edge: MS strip of minimum 2 mm thick around the periphery of the cover painted with anti corrosive paint. (5) Design load and carrying capacity: 10 MT (6) Tolerance +/- 5mm. The maximum cement content in the concrete shall be 360 kg/m3 with a maximum WATER CEMENT RATIO of 0.45. Concrete weaker then GRADE - M 30 shall not be used. Compaction of concrete shall be done by machine vibration. Design and dimensions are as per attached drawing. Order will be as and when required in staggered manner. Note:- (1) Cover shall conforms IS:12592 (Part-1,1988) with latest amendments if any. (2) It is compulsory to mark “SMC-CS” on each R.C.C. pre cast Cover.
309/003/0035/53/1/0/0R.C.C. Precast Frame (750 x 600 mm) Rectangular FRAME: (1) Outer side dimension : 1050mm x 900mm. (2) Thickness : 150mm (3) Protection for edge: 25mm x 3mm M.S.strip shall be provided to welded with reinforcement. (4) Clear opening: 750mm x 600mm.(5) Tolerance +/- 5mm. The maximum cement content in the concrete shall be 360 kg/m3 with a maximum WATER CEMENT RATIO of 0.45. Concrete weaker then GRADE - M 30 shall not be used. Compaction of concrete shall be done by machine vibration. Design and Dimensions are as per attached drawing. Note:- (1) Frame shall conforms IS:12592 (Part-2,1991) with latest amendments if any.
409/003/0041/53/1/0/0R.C.C. Precast Cover (750 mm x 600 mm) Rectangular.COVER: (1) Outer side dimension: 900mm x 750mm. (2) Thickness: 75mm (3) Lifting Hooks: 12mm MS bar welded to the bottom with steel. It shall be easily and quickly opened with crow bars and pickaxes. (4) Protection for edge: MS strip of minimum 2 mm thick around the periphery of the cover painted with anti corrosive paint. (5) Design load and carrying capacity: 15 MT (6) Tolerance +/- 5mm. The maximum cement content in the concrete shall be 360 kg/m3 with a maximum WATER CEMENT RATIO of 0.45. Concrete weaker then GRADE - M 30 shall not be used. Compaction of concrete shall be done by machine vibration. Design and dimensions are as per attached drawing. Order will be as and when required in staggered manner. Note:- (1) Cover shall conforms IS:12592 (Part-1,1988) with latest amendments if any. (2) It is compulsory to mark “SMC-CS” on each R.C.C. pre cast Cover.

AI Tender Summary

OUR REF NO 58404526
AUTHORITY Local Bodies
TENDER VALUE Ref. Documents
LAST DATE 25-11-2026
Authority
Authority Name Surat Municipal Corporation
Work Description TENDER FOR PROCUREMENT OF R.C.C. PRECAST FRAME AND COVER FOR STORM-DRAINAGE INLET CHAMBER (6-MONTH RATE CONTRACT)- 09/003/0025/53/1/0/0r.c.c. precast frame (600 x 450 mm) rectangular frame: (1) outer side dimension : 890mm x 740 mm. (2) thickness : 125mm (3) (3) clear opening: 600mm x 450mm.(4) tolerance +/- 5mm. the maximum cement content in the concrete shall be 360 kg/m3 with a maximum water cement ratio of 0.45. concrete weaker then grade - m 30 shall not be used. compaction of concrete shall be done by machine vibration. design and dimensions are as per attached drawing. note:- (1) frame shall conforms is:12592 (part-2,1991) with latest amendments if any, 09/003/0031/53/1/0/0r.c.c. precast cover (600 mm x 450 mm) rectangular.cover: (1) outer side dimension: 750mm x 600mm. (2) thickness: 75mm (3) lifting hooks: 12mm ms bar welded to the bottom with steel. it shall be easily and quickly opened with crow bars and pickaxes. (4) protection for edge: ms strip of minimum 2 mm thick around the periphery of the cover painted with anti corrosive paint. (5) design load and carrying capacity: 10 mt (6) tolerance +/- 5mm. the maximum cement content in the concrete shall be 360 kg/m3 with a maximum water cement ratio of 0.45. concrete weaker then grade - m 30 shall not be used. compaction of concrete shall be done by machine vibration. design and dimensions are as per attached drawing. order will be as and when required in staggered manner. note:- (1) cover shall conforms is:12592 (part-1,1988) with latest amendments if any. (2) it is compulsory to mark smc-cs on each r.c.c. pre cast cover., 09/003/0035/53/1/0/0r.c.c. precast frame (750 x 600 mm) rectangular frame: (1) outer side dimension : 1050mm x 900mm. (2) thickness : 150mm (3) protection for edge: 25mm x 3mm m.s.strip shall be provided to welded with reinforcement. (4) clear opening: 750mm x 600mm.(5) tolerance +/- 5mm. the maximum cement content in the concrete shall be 360 kg/m3 with a maximum water cement ratio of 0.45. concrete weaker then grade - m 30 shall not be used. compaction of concrete shall be done by machine vibration. design and dimensions are as per attached drawing. note:- (1) frame shall conforms is:12592 (part-2,1991) with latest amendments if any., 09/003/0041/53/1/0/0r.c.c. precast cover (750 mm x 600 mm) rectangular.cover: (1) outer side dimension: 900mm x 750mm. (2) thickness: 75mm (3) lifting hooks: 12mm ms bar welded to the bottom with steel. it shall be easily and quickly opened with crow bars and pickaxes. (4) protection for edge: ms strip of minimum 2 mm thick around the periphery of the cover painted with anti corrosive paint. (5) design load and carrying capacity: 15 mt (6) tolerance +/- 5mm. the maximum cement content in the concrete shall be 360 kg/m3 with a maximum water cement ratio of 0.45. concrete weaker then grade - m 30 shall not be used. compaction of concrete shall be done by machine vibration. design and dimensions are as per attached drawing. order will be as and when required in staggered manner. note:- (1) cover shall conforms is:12592 (part-1,1988) with latest amendments if any. (2) it is compulsory to mark smc-cs on each r.c.c. pre cast cover.
Basic Detail
Tender No DMC/CS/04/2026-27,WORK NO.02
Bidding Type Tender
Location
City Surat
State Gujarat
Key Dates
Publish Date 05 Nov 2026
Submission Date 25 Nov 2026
Open Date 01 Jan 0001
Finance
Tender Value Ref. Documents
Tender Fee 2950
EMD 1.48 Lakhs
Exemption Not Available
Document List
02TECHNICALBID.pdf
a2fcec741f174acb9595eb14d3977b0e.html

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Nov 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 25, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 17 days

Tender Documents

Download All (ZIP) ↓
pdf

02TECHNICALBID.pdf

html

a2fcec741f174acb9595eb14d3977b0e.html

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender