Public Administrative Department Government Departments Closing in 1 days TDR #57165632

Tender For Construction Of Composite Protection Wall With Chain Link Jali Fence From College Main Gate To Paratha Chowk Corner, Minor Repair/Painting Of Chain Link Jali Fencing With Barbed Wire From Paratha Chowk Corner To Closed Gate Of Vterinary Co

Issued by Government Departments · Ranchi, Jharkhand
Tender Value
46.90 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
1 days left
EMD
93900
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Composite Protection Wall With Chain Link Jali Fence From College Main Gate To Paratha Chowk Corner, Minor Repair/Painting Of Chain Link Jali Fencing With Barbed Wire From Paratha Chowk Corner To Closed Gate Of Vterinary College With Repairing Paratha Chowk In The C Us Of College Of Veterinary Science & A.H Under Birsa Agricultural University, Ranchi.

BOQ

Name of Work:- CONSTRUCTION OF COMPOSITE PROTECTION WALL WITH CHAIN LINK JALI FENCE FROM COLLEGE MAIN GATE TO PARATHA CHOWK CORNER, MINOR REPAIR/PAINTING OF CHAIN LINK JALI FENCING WITH BARBED WIRE FROM PARATHA CHOWK CORNER TO CLOSED GATE OF VTERINARY COLLEGE WITH REPAIRING PARATHA CHOWK IN THE C US OF COLLEGE OF VETERINARY SCIENCE & A.H UNDER BIRSA AGRICULTURAL UNIVERSITY, RANCHI.
Sl. No. Item Description
1Providing, supplying and installing factory-manufactured Precast Reinforced Cement Concrete (RCC) Garden Bench of approximately 1800 mm overall length, 450–480 mm seat height, 400–450 mm seat width, and 850 mm overall height, having a minimum seating capacity of three persons. The bench shall be manufactured using minimum M25 grade concrete with suitable steel reinforcement, complete with ergonomically designed seat and backrest, smooth moulded finish, and all exposed edges neatly finished. It shall be weather-resistant, durable and suitable for continuous outdoor use. The bench shall be capable of safely supporting a uniformly distributed load of not less than 400 kg without visible distress, deformation or cracking, and shall conform to the approved design, dimensions and specifications. The item shall include packing, loading, transportation, unloading, delivery, positioning, installation at the designated location, and all labour, tools, tackles, consumables and incidental charges, complete in all respects, as directed by the Engineer-in-Charge.
2Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
3Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
4Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
5Providing coarse clean SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)
6Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plint level:1:2:4 (1 Cement : 2 Coarse sand (Zone-III) : 4 graded stone aggregate 20mm nominal size)
8Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-all work up to plinth level. 1:1.5:3 (1 Cement: 1.5 Coarse sand (Zone-III) : 3 graded stone aggregate)
9Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
10Reinforced cement concrete work in beams. suspended floors, roofs having slope up to 15 degeree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases above plinth level up to floor five level, excluding the cost of centring, shuttering, finishing and reinforcement;1:1.5:3 (1 Cement : 1.5 Coarse sand (Zone-III) : 3 graded stone aggregate 20mm nominal size)
11Centering and shuttering including strutting, propping etc and removal of form for Foundations, Footings, bases of columns etc for mass concrete
12Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in COLUMN 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 shuttering, mixing cement concrete in mixer, 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/I.
13Centering and shuttering including strutting, propping etc and removal of form for Foundations, Footings, bases of columns etc for mass concrete
14Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge
15Providing T.M.T. Reinforcement FE 500 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 and direction of E/I. Prov Tor steel reinforcement of 8mm dia as per approved -do- TMT FE 500 (Only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel steels,Bokaro and Vizag (RINL))
16Prov Tor steel reinforcement of 10mm, 12mm and 16mm dia bars as per approved design and drawing -do-do- (b) 12mm (TMT Coil Fe 500)(Only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel steels,Bokaro and Vizag (RINL)) For 10 mm dia
17Prov Tor steel reinforcement of 10mm, 12mm and 16mm dia bars as per approved design and drawing -do-do- (b) 12mm (TMT Coil Fe 500)(Only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel steels,Bokaro and Vizag (RINL)) For 12 mm Dia-
18Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth watering and disposal of unserviceable materials with all leads all complete as per direction of E/I
19Providing 12mm thick plaster (1:6) with clean coarse sand of FM 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
20Providing randam rubble stone masonry in CM (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 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
21Providing cement flush pointing (1:3) 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.
22Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
23Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
24Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
25Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia 4 mm
26Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
27RBT reinforced barbed wire
28Labour for fitting & fixing barbed wire fencing in four rows horizantal up to a height of 1.25 M and two diagonals including fixing of post in cement concrete at 2.5 M centres including cost of staples (but excluding the cost of cement concrete angle iron post ,its cutting and making holes,nuts and bolts) all complete as per building specification and direction of E/I.
29Hydraulic excavator
30Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
31Supplying, fitting and fixing M.S. grill gate with M.S. grills made of 20x6mm M.S. flats or 16mm M.S. square bars fitted on 25x25x6mm M.S. Angle frame of size 60x60x6mm including cost of fabrication providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I (when steel is not supplied
32Providing two coats of synthetic enamel paint or approved shade and made over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I
33CARRAIGE SAND Lead 22 Km
34CARRAIGE STONE CHIPS Lead 22 Km
35CARRAIGE Bricks Lead 8 Km
36Add GST 18%
37Add LWF @1% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57165632
AUTHORITY Government Departments
TENDER VALUE 46.90 Lakhs
LAST DATE 31-08-2026
Authority
Authority Name Birsa Agricultural University
Work Description Tender for Construction Of Composite Protection Wall With Chain Link Jali Fence From College Main Gate To Paratha Chowk Corner, Minor Repair/Painting Of Chain Link Jali Fencing With Barbed Wire From Paratha Chowk Corner To Closed Gate Of Vterinary College With Repairing Paratha Chowk In The C Us Of College Of Veterinary Science & A.H Under Birsa Agricultural University, Ranchi.
Basic Detail
Tender No 302 dated 19.08.2026
Bidding Type Tender
Location
City Ranchi
State Jharkhand
Key Dates
Publish Date 24 Aug 2026
Submission Date 31 Aug 2026
Open Date 01 Sep 2026
Finance
Tender Value 46.90 Lakhs
Tender Fee 5000
EMD 93900
Exemption Available
Document List
6d9b6ef6-110e-4359-ab13-36234384ace2.html
BOQ_159287.xls
Tendernotice_1 (21).pdf

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Tender Timeline

Aug 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Sep 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

6d9b6ef6-110e-4359-ab13-36234384ace2.html

xls

BOQ_159287.xls

pdf

Tendernotice_1 (21).pdf

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