Rural Development Government Departments Closing in 0 days TDR #54404707

Tender For Construction Of Reinforced Cement Concrete Culvert Way Of Bara Talbanna To Karanpura Railway Station Under Maskalliya Gp , Block - Taljhari , Dist - Sahebganj

Issued by Government Departments · Taljhari, Jharkhand
Tender Value
24.22 Lakhs
Estimated cost
Bid Submission
13 Mar 2026
0 days left
EMD
49000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Reinforced Cement Concrete Culvert Way Of Bara Talbanna To Karanpura Railway Station Under Maskalliya Gp , Block - Taljhari , Dist - Sahebganj

BOQ

Name of Work:- Construction of Rcc Culvert Way of Bara Talbanna To Karanpura Railway Station Under Maskalliya GP , Block - Taljhari , Dist - Sahebganj
Sl. No. Item Description
1Labour Required For Site Clearance…...do….
2Earth work in excavation in foundation isolated fooung trenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50mtr. Including all lift, leveling. Ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/1 85 % hARD Soil Cutting .....
315 % Soft Rock Soil
4Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceed 150nim thick with all lead and litt including cost of materials labours royalty and taxes all complete as per building specification and direction 15.1.10)
5providing Supplying /laying ( properly as per design and drawing ) rip rap boulder with good quility of boulder duly packed including the cost of materils royalty all taxes etc. But excluding the cost of carriage all complete as per specification & direction of E/I
6Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
7Providing radom rubble stone masonary in C.M (1:4) in foundation and plinth with hammer dressing stone of less than .03 m3 in volume and cleaing coarse sand of F.M 2 to 2.5 inclding cost of screening raking ot joins to 20mm depth curing taxes and royalty all complete as per specification and direction of E/I
8Providing radom rubble stone masonary in C.M (1:4) in S/S with hammer dressing stone of less than .03 m3 in volume and cleaing coarse sand of F.M 2 to 2.5 inclding cost of screening raking ot joins to 20mm depth curing taxes and royalty all complete as per specification and direction of E/I
9Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
10Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
11Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
12Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete
13Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete
14Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete
15Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) 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/I.
16Weep hole with dry greded stone fillter of 20mm to 40 mm size in about and wring walll
17Providing 12mm 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.
18Providing 25mm thickcement plaster (1:4) with clean coarse sand of F.M 1.5 ncluding screening curing with all lead and left of water scaffolding taxes and royalty all complete job as per Specification and direction E/I
19Earthwork inback fillingthetrenches after layingdifferent typesandsiz85% of Excavated Qty.
20Earthfillinginfoundationtrenchesand plinth in layers not exceeding150mm thick well watered, rammed, fully compactedandfinedressedwithearth obtained from excavation foundation trencheswithinaleadof50Mandliftof 1.5M all complete as per building specificationanddirectionofE/I (Mode of measurement compacted volume
21Providing stone dust filling in foundation trenches to the sub base of road do------- do--------E/I
22Add carraige cost of Materials i) Cement Lead 14 km
23Sand lead 30 km
24Chips lead 18 km
25Boulder lead 20 km
26Dust lead 18 km
27charge
28Provding divertion for public foundation and carriage of warking materials
29Add cost of Guardwall
30Add cost of GST 18 %
31add 1 % labour cess
32Add cost of S/B and Photo graphy Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 54404707
AUTHORITY Government Departments
TENDER VALUE 24.22 Lakhs
LAST DATE 13-03-2026
Authority
Authority Name National Rural Employment Programme
Work Description Tender for Construction Of Reinforced Cement Concrete Culvert Way Of Bara Talbanna To Karanpura Railway Station Under Maskalliya Gp , Block - Taljhari , Dist - Sahebganj
Basic Detail
Tender No NREP/SBG/28/2025-26/04
Bidding Type Tender
Location
City Taljhari
State Jharkhand
Key Dates
Publish Date 05 Mar 2026
Submission Date 13 Mar 2026
Open Date 16 Mar 2026
Finance
Tender Value 24.22 Lakhs
Tender Fee 5000
EMD 49000
Exemption Not Available
Document List
79b3761a-971f-4cde-9a17-5f39ccbe1aa2.html
BOQ_149759.xls
SINGLEBIDDOCUMENT.pdf
Tendernotice_1.pdf

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Tender Timeline

Mar 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 16, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

79b3761a-971f-4cde-9a17-5f39ccbe1aa2.html

xls

BOQ_149759.xls

pdf

SINGLEBIDDOCUMENT.pdf

pdf

Tendernotice_1.pdf

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