Public Administrative Department Local Bodies Closing in 9 days TDR #56420257

Tender For Construction Of Plain Cement Concrete Road From Dugila Siwana To Rahjul Minya Nawatoli Via Harijan Tola At Village Ichak Of Panchayat Ichak , Block Latehar

Issued by Local Bodies · Latehar, Jharkhand
Tender Value
38.08 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
9 days left
EMD
76500
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Plain Cement Concrete Road From Dugila Siwana To Rahjul Minya Nawatoli Via Harijan Tola At Village Ichak Of Panchayat Ichak , Block Latehar

BOQ

Name of Work:- CONSTRUCTION OF P.C.C. ROAD FROM DUGILA SIWANA TO RAHJUL MINYA NAWATOLI VIA HARIJAN TOLA AT VILLAGE ICHAK OF PANCHAYAT ICHAK , BLOCK LATEHAR
Sl. No. Item Description
1Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area SOR NO. 2.02 RDD
2Construction of Subgrade and Earthen Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR. ITEM NO. 3.18 RDD
3Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
4Cement
5Stone Chips
6Earthwork in excavation in road embankment in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
7Providing coarse clean sand in filling in road embankment including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).
8Providing stone boulder soling in foundation all complete as per building specification and direction of E/l (Mode of measurement complacted volume).
9Providing P.C.C.M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.
10Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/
11Providing 25 rnm thick cement plaster with punning (1:3) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.
12Providing R.C.C.M - 200 with nominal mix of (1:1.5:3) in slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.
13Providing tor steel reinforcement as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. ( Only Valid for SAIL & TATA Steel)10 mm dia
1412 - 20 mm dia
15Providing centering including strutting after use in deck slab do-----do--------all complete job.
16(i) Cement -
17(i) Sand -
18(ii) Chips -
19(iii) Boulder -
20Earth work in excavation for structures as per drawing and technical specification caluse 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavation suitable material.S.O.R. Item No. 3.13 (i) A 100 M x 1.500 M x 1.40 M = 210 M3
21Plain/Reinforced cement concrete in open foundation complete as per drawing and Tchnical Specification.(P.C.C. Grade M-15)S.O.R. Item No. 12.8(A)100 M x 1.500 M x x0.20 M= 30 M3
22Stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clauses 702, 704, 1202 & 1203Coarse Rubble Masonary in C.M. (1:3) in foundation.S.O.R. Item No. 12.7(b)100 M x (1.30+1.10) M x 1.20 M = 144.00M3 2
23Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specification Clauses 702, 704, 1202 & 1203Random Coarse Rubble Masonary in C.M. (1:3) in sub-structure.S.O.R. Item No. 13.4(A)100 M x (0.90+0.40) M x 1.50 M = 97.50M3 2
24Plain/ Reinforced cement concreteon Top of Wall complete as per Drawing and Technical Specification.(P.C.C. Grade M-15)S.O.R. Item No. 13.5(A) (P)100 M x 0.40 M x 0.100 M= 4.00M3
25Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.S.O.R. Item No. 13.8
26Tuck Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204S.O.R. Item No. 5.7.10 (B.C.D.)100 M x 1.50 M = 150M2
27CEMENT
28STONE CHIPS
29STONE METAL
30BOULDER
31Add 18% GST Amount
32Add 1% Labour Cess Amount Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56420257
AUTHORITY Local Bodies
TENDER VALUE 38.08 Lakhs
LAST DATE 23-07-2026
Authority
Authority Name Zilla Parishad
Work Description Tender for Construction Of Plain Cement Concrete Road From Dugila Siwana To Rahjul Minya Nawatoli Via Harijan Tola At Village Ichak Of Panchayat Ichak , Block Latehar
Basic Detail
Tender No ZP/LATEHAR/13/2026-27/ Gr_25
Bidding Type Tender
Location
City Latehar
State Jharkhand
Key Dates
Publish Date 11 Jul 2026
Submission Date 23 Jul 2026
Open Date 25 Jul 2026
Finance
Tender Value 38.08 Lakhs
Tender Fee 5000
EMD 76500
Exemption Not Available
Document List
BOQ_156946.xls
d12e90b4-b2c1-493d-ba1d-c18ff2bde762.html
Group_25.pdf
Tendernotice_1 (14).pdf

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Tender Timeline

Jul 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Jul 25, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_156946.xls

html

d12e90b4-b2c1-493d-ba1d-c18ff2bde762.html

pdf

Group_25.pdf

pdf

Tendernotice_1 (14).pdf

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