Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #48924489

Tender For Construction Ofroad From Upper Dikalmukh To Radhasso (8 Km) Sh Widening Cd Work,Protection Work,Payment Work And 12 Mtr Bridge 1 No

Issued by Government Departments · Pakke Kessang, Arunachal Pradesh
Tender Value
2.50 Crore
Estimated cost
Bid Submission
13 May 2025
0 days left
EMD
2.50 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Pakke Kessang → Arunachal Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

construction of Road From Upper Dikalmukh To Radhasso (8 Km) Sh Widening Cd Work,Protection Work,Payment Work And 12 Mtr Bridge 1 No,Pakke Kessang District

BOQ

Name of Work: C/o Road from Upper Dikalmukh to Radhasso (8 Km) SH : Widening CD Work,Protection work,Payment work and 12 Mtr Bridge 1 No,Pakke Kessang district.
Sl. No. Item Description
1( A ) Widening and Slip Clearance
2Clearing jungle including uprooting of rank vegetation, grass, cane and bamboo roots or clumps, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1.22 m above ground level and removal of rubbish upto a distance of 50 m
3Earth work in excavation over areas (exceeding 30 cm in depth,1.50 m in width as well as 10 Sqm on plan) including disposal of surplus excavated earth lead upto 50 m and lift upto 1.50 m,disposed earth to be levelled and neatly dressed (a) Ordinary Soil
4( b) -do- Hard Soil
5Excavation in decomposed or soft rock with or without blasting including disposal of the same lead upto 50 mtr and lift upto 1.50 m
6Earth work in rough excavation,banking excavated earth in layers not exceeding 20 cm in depth,breaking clods,watering,rolling each layer with 1/2 tone roller or wooden or steel rammersand rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankment for road,flood bank,marginal banks and guide bank or filling up ground depressions lead upto 50 mtr and lift upto 1.50 mtr(a) Ordinary Soil
7( b) -do-Hard Soil
8Removing mixed earth or rock slips including clearing the site with in a lead of 50 mtr and upto 1.50 mtr lift
9( B ) Road Pavement Work
10Construction 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as including aggregate pluging(i) Grading- I Material for Granular Sub- base
11Transportation of Engineering material for granular Sub-base
12Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 40. (WBM-2 for base course 75 mm thick )
13Transportation of Engineering material forWBM-2
14Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 (WBM-3for base course75 mm thick)
15Transportation of Engineering material for WBM-3
16( C ) Protection Work (Breast wall and Retaining wall)
17Earthwork in excavation in foundation and trenches etc.in all kinds ofs oil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated oil and rock), lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15 cm layers for protection wall
18Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level.
19Transportation of engineering materials for protection wall
20(D) Cross Drainage work
21Earthwork 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 side (I) Ordinary Soil
22Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications (A)P.C.C grade M 10 Nominal mix 1:3:6 ( 1 Cement: 3 Sand : 6 Stone aggregates).
23Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications .(I) Coursed Rubble Masonry in 1: 4 ( 1 Cement : 4 Fine Sand )
24Stone masonry in cement mortar for substructure complete as per drawing & technical specification in Cement mortar 1:5 (1 cement :5Fine Sand )
25Back filling behind abutment, wing wall and return wall complete as per drawings & technical specificationI ) Granular material
26Providing weepholes in brick masonry/stone masonry, Plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete
27Plain Reinforced cement concrete in substructure complete as per drawings and technical specification for height upto 5 m (I) RCC grade M20
28Providing PCC ( Plain cement concrete ) M-25 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification
29Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification (I) RCC grade M 25
30Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications ( I ) RCC grade M 20 (Nominal mix 1:2:4)
31Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
32Transportation charge of engineering materials for cross drainage work
33( E) RCC Drain
34Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
35Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
36Centering and shuttering including strutting proping etc. and removal of form work for: (a) walls including attached buttresses, pilasters etc
37Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : (a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level
38Reinforcementof RCC work includingbending andplacing inposition completemild steeland medium tensile steel bars
3912 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
40Transportation charge of engineering materials for RCC Drain

AI Tender Summary

OUR REF NO 48924489
AUTHORITY Government Departments
TENDER VALUE 2.50 Crore
LAST DATE 13-05-2025
Authority
Authority Name Public Health Engineering Department
Work Description construction of Road From Upper Dikalmukh To Radhasso (8 Km) Sh Widening Cd Work,Protection Work,Payment Work And 12 Mtr Bridge 1 No,Pakke Kessang District
Basic Detail
Tender No EE/PHE/LMI/NIT/2024-25/02
Bidding Type Tender
Location
City Pakke Kessang
State Arunachal Pradesh
Key Dates
Publish Date 30 Apr 2025
Submission Date 13 May 2025
Open Date 13 May 2025
Finance
Tender Value 2.50 Crore
Tender Fee 5000
EMD 2.50 Lakhs
Exemption Available
Document List
b640a07b-af3b-481d-8141-bb905794c3b3.html
BOQ_2711.xls
SBD.pdf
Tendernotice_1.pdf

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

Apr 30, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
May 13, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 13, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

b640a07b-af3b-481d-8141-bb905794c3b3.html

xls

BOQ_2711.xls

pdf

SBD.pdf

pdf

Tendernotice_1.pdf

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

TenderDetail
Loading tenders