Rural Development Government Departments Closing in 3 days TDR #56683991

Tender For Construction Of 1 Span Culvert On Sewara Main Road To Shankardih Road In Village- Sewara, Block- Bishr Ur, Dist. Palamu

Issued by Government Departments · Palamu, Jharkhand
Tender Value
19.23 Lakhs
Estimated cost
Bid Submission
01 Aug 2026
3 days left
EMD
38500
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Palamu → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of 1 Span Culvert On Sewara Main Road To Shankardih Road In Village- Sewara, Block- Bishr Ur, Dist. Palamu

BOQ

Name of Work:- Construction of 1 Span Culvert on Sewara Main Road to Shankardih Road in Village- Sewara, Block- Bishr ur, Dist. Palamu
Sl. No. Item Description
1Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil RCD SOR- 3.13 (i)
2Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary rock (not requiring blasting) RCD SOR-3.13 (ii)
3Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 RCD SOR- 12.08(A)
4Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. Random Rubble Masonry RCD SOR-12.07 (B)
5Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry RCD SOR 13.4 A
6Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Height upto 5m Using concrete Mixer. RCD SOR- 13.5 E (p) Case I
7Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m RCD SOR-14.1 A Case I (i) (p)
8Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications RCD SOR- 13.8
9Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates. RCD SOR- 15.1 A
10Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. RCD SOR- 14.2 A
11Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. BCD SOR- 5.7.12
12Provision of Dewatering with 10 H.P diesel pump set including P.O.L WRD SOR Sl. No. 47 Page- 29
13Centering and shuttering including strutting,proping etc and removal of form for Deck Slab all complete as per direction of E/I. WRD 6.3.22
14Earthwork in Excavation of Foundation trenches as per designed section in all kinds of soil, including moorum soil soil mixed with kankar pebbles and boulder upto 300 mm size and disposal of the same(beyond 50 m away from the toe of the dam in the country side ) within initial lead of 150 M and initial lift of 1.5 M all lifts as per specification and direction of E/I. Hard Soil WRD SOR- 5.1.8
15Earthwork in Excavation of Foundation trenches as per designed section in all kinds of soil, including moorum soil soil mixed with kankar pebbles and boulder upto 300 mm size and disposal of the same(beyond 50 m away from the toe of the dam in the country side ) within initial lead of 150 M and initial lift of 1.5 M all lifts as per specification and direction of E/I. Soft Rock Without blasting WRD SOR- 5.1.15.2
16Providing and Laying PCC or RCC M-100 with Nominal Mix (1:3:6) in various components of Dam Foundation with approved quality of 40 mm graded coarse aggregate or required grade do do all complete as per direction of E/I. WRD 5.3.5
17Providing Rough dressed random rubble stone masonary in cement mortar (1:3) in foundation with approved quality of coarse sand of requisite F.m. (2.5to 3.0) washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever ewquired including royality and all taxes etc complete as per direction of E/I. WRD 5.4.7
18Providing Rough dressed random rubble stone masonary in cement mortar (1:3) in Super Structure with approved quality of coarse sand of requisite F.m. (2.5to 3.0) washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever ewquired including royality and all taxes etc complete as per direction of E/I. WRD 5.4.10
19Providing and Laying PCC or RCC M-150 with Nominal Mix (1:2:4) in various components of Dam Foundation with approved quality of 40 mm graded coarse aggregate or required grade do do all complete as per direction of E/I. WRD 5.3.6
20Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. WRD 5.5.5
21Earth work in back filling of structure in layers not exceeding 150 mm thick with pervious or semi pervious or suitable soil from borrow pits free from logs, roots do do all complete as per direction of E/I. WRD 7.1.35.1
22Providing and Laying good quality of moorum do-do- all complete as per direction of E/I.WRD (M007)
23CEMENT
24Steel Lead 15 KM
25SAND Lead 15 KM
26STONE CHIPS
27Stone Boulders
28Moorum
29Goods and Services Tax @18%
30Labour cess@1% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56683991
AUTHORITY Government Departments
TENDER VALUE 19.23 Lakhs
LAST DATE 01-08-2026
Authority
Authority Name Rural Development Department
Work Description Tender for Construction Of 1 Span Culvert On Sewara Main Road To Shankardih Road In Village- Sewara, Block- Bishr Ur, Dist. Palamu
Basic Detail
Tender No EE/RDSD/PALAMAU/F2-05/2026-27 (Gr No. 01)
Bidding Type Tender
Location
City Palamu
State Jharkhand
Key Dates
Publish Date 27 Jul 2026
Submission Date 01 Aug 2026
Open Date 04 Aug 2026
Finance
Tender Value 19.23 Lakhs
Tender Fee 5000
EMD 38500
Exemption Not Available
Document List
BOQ_157568.xls
c3005683-2cc7-46e1-947a-0b8c5ad3ccb6.html
tenderdoc.pdf
Tendernotice_1 (17).pdf

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Tender Timeline

Jul 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 01, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Aug 04, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_157568.xls

html

c3005683-2cc7-46e1-947a-0b8c5ad3ccb6.html

pdf

tenderdoc.pdf

pdf

Tendernotice_1 (17).pdf

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