Public Administrative Department Government Departments Closing in 6 days TDR #56737588

Tender For Construction Of Retaining Wall For Box Culvert Causeway At Kherdi Kashpada In Dnh.

Issued by Government Departments · Dadra and Nagar Haveli, Dadra and Nagar Haveli
Tender Value
1.08 Crore
Estimated cost
Bid Submission
07 Aug 2026
6 days left
EMD
5.42 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Dadra and Nagar Haveli → Dadra and Nagar Haveli
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Retaining Wall For Box Culvert Causeway At Kherdi Kashpada In Dnh.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 30-Jul-2026 corrigendum Other 07-Aug-2026

BOQ

Name of Work:- Construction of Retaining wall for Box Culvert causeway at Kherdi Kashpada in DNH.
Sl. No. Item Description
1Excavation for foundation up to 1.5M depth including sorting out and stacking of useful materials and disposing of excavated stuff upto 50 Mts. lead (A) Loose or soft soil.
2Excavation for foundation for depth from1.5m to 3.0 m inclu. sorting out and stacking of useful materials and disposing off the excavated stuff up to 50 Mts. lead and, including shorring and bracing for excavated site prote- ction.(B)Dense or Hard Soil
3Excavation for foundation for depth from 3.0 m to 5.0 mincluding sorting out and stacking of useful materialsand disposing off the excavated stuff upto 50 Meterlead.(B) Dense or Hard soil
4Pile Excavation Boring holes 3.5 m deep in ordinary soil (for cast in situpiles) and getting out the soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following diameter of pipes. (iii) 300mm.
5Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarsesand : 4- graded stone aggregates 20 mm nominal size) and curingcomplete excluding cost of formwork and reinforcement for reinforcedconcrete work in (A) Foundations, footings, Base or columns and Massconcrete
6cement content as per approved designe mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work inclu.pumping of RMC. from transit mixer to site of laying,excluding the cost of centering, shuttering, finishing and reinforcement inclu. cost of admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durabilityas per direction of the Engineer in charge. without Fly Ash (Min.cement level as per latestIS:456shall be maintained) (Cement level 475 kg)(A)All Height.
7Providing and laying in position FE 500D TMT bar rein- forcement including cutting,bending,hooking and tying complete as per detailed drawings for the following(A) Piers (B)Abutments (C)R.C.C. Returns
8P&Lof filter media with granular materials/stone crushe -d aggregates satisfying the requirements laid down in clause 2504.2.2.of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size to wards the wall and provided over the entire surface behind abutment,wing wall and return wall to the full height compacted to a firm condition compl. as per drawing and technical specification
9Filling available excavated earth (excluding rock) intrenches. plinth, sides of foundations etc. in layers notexceeding 20 cm. in depth consolidating eachdisposited layer by ramming and watering.
10Providing and laying weephole in abutment and return ing by using AC.pipes of 100mm diameter inclu. laying in proper grade and joining etc.completed as per detailed specification.
11Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (vi) 1200 mm dia.
12Providing and filling of Cox culvert with approved quality rubble stones, including placing, spreading, and compacting in layers to achieve proper stability. The work shall include rubble soling using hard, durable stones of specified size, laid evenly and packed firmly with smaller stones to fill voids. Proper leveling, dressing, and compaction shall be carried out as per standard specifications to ensure a stable and well-compacted base. 300 Thk Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56737588
AUTHORITY Government Departments
TENDER VALUE 1.08 Crore
LAST DATE 07-08-2026
Authority
Authority Name Union Territory Of Dadra And Nagar Haveli
Work Description Tender for Construction Of Retaining Wall For Box Culvert Causeway At Kherdi Kashpada In Dnh.
Basic Detail
Tender No E TENDER NOTICE NUMBER 10 OF 2026-2027 (DP)
Bidding Type Tender
Location
City Dadra and Nagar Haveli
State Dadra and Nagar Haveli
Key Dates
Publish Date 30 Jul 2026
Submission Date 07 Aug 2026
Open Date 01 Jan 0001
Finance
Tender Value 1.08 Crore
Tender Fee 3000
EMD 5.42 Lakhs
Exemption Not Available
Document List
b9911d74-3010-4cb2-8178-3fa550c9bbe7.html
BOQ_8370.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 07, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 6 days
Aug 07, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

b9911d74-3010-4cb2-8178-3fa550c9bbe7.html

xls

BOQ_8370.xls

pdf

Tendernotice_1.pdf

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