Tender For Balance Work Of Construction Of 50 Cum Ohr & Approach Road Under Jjm With Allied Works For Bhatsalia Pwss Within Egra-I Block Including Supply Of All Labour And Materials Under Digha Sub-Division Of Tamluk Division Phe Dte.
Tender Value
26.20 Lakhs
Estimated cost
Bid Submission
18 Aug 2026
20 days left
EMD
52415
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Medinipur East → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Balance Work Of Construction Of 50 Cum Ohr & Approach Road Under Jjm With Allied Works For Bhatsalia Pwss Within Egra-I Block Including Supply Of All Labour And Materials Under Digha Sub-Division Of Tamluk Division Phe Dte.
BOQ
| Sl. No. | Item Description |
| 1 | Controlled cement concrete grade M-25 mix with well graded stone chips 920 mm grade, Pakur/Chandil) excluding shutteirng and reinforcement with complete design of contrete mix as per ISI-456 and relevant special publications, submission of job mix formula after preliminary mix design and after testing of concdrete cubes as per direction of the E.I.C. Consumption of cement will not be less than 300 kg per cubic metre of controlled concrete but actual consumption will be determined on the bais of preliminary test and job mix formula in RCC heal beam bottom floor dome, conical wall cantilever portion, bottom ring beam, shell wall walkway platform etc. including supply of all materials casting, vibrating with machanical vibrators, curing etc. all complete as per drawing and specification. Analysis |
| 2 | a) for work in foundation , basement ,and upto roof of ground floor / up to 4 mtr. |
| 3 | b) I st floor i.e from 4.0mtr to 8.0mtr. |
| 4 | c) 2nd floor i.e from 8.0mtr to 12.0mtr. |
| 5 | d) 3rd floor i.e from 12.0mtr to 16.0mtr. |
| 6 | e) 4th floor i.e from 16.0mtr to 20.0mtr. |
| 7 | e) 5th floor i.e from 20.0mtr to24.0mtr. |
| 8 | Controlled cement concrete grade M-30 mix with well graded stone chips (20 mm grade Pakur/Chandil) excluding shutering and reinforcement wih complete design of concrete mix as per ISI-456 and relevant special publications, submission of job mix formula after preliminary mix design and after testing of concrete cubes as per direction of the E.I.C. Consumption of cement will not be less than 300 kg per cubic metre of contgrolled concdrete but actual consumption will be determined on the bais of preliminary test and job mix formula in RCC foundation, column, bracing stair landing platform, beams etc. inlcuding suply of all maerials casting, vibrating with machanical vibrators, curing etc. all complete as per drawing and specification. Analysis |
| 9 | a) Heal beam and above ( cell wall , floor top & bottom ring beam,healbeam |
| 10 | a) 4th floor 16.0mtr,to 20.0mtr. |
| 11 | b) 5 th floor 20.0 mtr. to 24.0 mtr. |
| 12 | Reinforcement for reinforced cement concrete work in all sorts of structures inlcuding distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary) cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection complete in pile foundation, raft and beam, column, bracing, heal beam, ring beam, connical floor, shell wall, roof ring beam, roof dome, cantilever portion, architectural top dome etc. as per drawing & instruction of E.I.C. SAIL/TATA/RINL |
| 13 | a) for works in foundation , basement and upto roof of ground floor/ upto 4 mtr. |
| 14 | b) I st floor i.e from 4.0mtr to 8.0 mtr. |
| 15 | c) 2nd floor i.e from 8.0mtr to 12.0 mtr. |
| 16 | d) 3rd floor i.e from 12.0mtr to 16.0 mtr. |
| 17 | e) 4th floor i.e from 16.0mtr to 20.0 mtr. |
| 18 | f) 5th floor i.e from 20.0mtr to 24.0 mtr. |
| 19 | Hire and labour charges for shuttering for concrete work in over head R.C.C. reservoir on separate R.C. frame inlcuding fitting fixing for concrete works in heal beam, bottom floor dome, conical wall, cantilever portion, outer bottom ring beam, walkway, shell wall, top ring beam, top roof dome, lantern wall, floor platform etc. including all RCC structures inlcuding staging upto 4.00 mtr. as necessary including stripping off and removing after completion of work. |
| 20 | GL to top Lantern of OHR |
| 21 | Hire & labour charges for staging and scaffolding made of strong and stout beamboo of salbullah propos with necessary cross bracing of bamboo/salbullah inlcuding that for ections outside lowering beam with necessary fixtures, making proper platforms/ stairs with wooden, planks etc. for the entire construction work and to maintain it till completion of work and removing the same as per direction and instruction of E.I.C. (Mode of measurement area of unsupported horizontal projection where staging beyond 4mtr. is practically unavoidable x mean height of staging above initial 4 mtr.) circle of diameter (centre to centre walkway of bottom ring beam) in shell wall of the reservoir minus the area of hallow for shaft outside to outside of outer bottom ring beam which ever is applicable as effective area and height of cenrte line level of conical portion of the reservoir beyond initial staging of 4 mtr. as height). |
| 22 | Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication,erection,welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and2 nos 25 mm dia. G.I pipe (NON TATA medium) placed equally in between railing top & floor, vertical post of railling are 40 mm dia. G.I pipe (NON TATA medium) placed at 900 mm c/c . The each end of the vertical post is join by the 62 mm (25 mm X 6 mm X 0.062 m long) MS flat and 150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C. Analysis of rate enclosed in seperate sheets. ( Analysis Rate ) |
| 23 | Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. |
| 24 | A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision. |
| 25 | N.B: For OHR use CIDF class B pipe for inlet, outlet, overflow and washout. |
| 26 | (B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision. |
| 27 | (C) CIDF Bell mouth pes. with puddle collar as per ISI 1538-1976 with latest revision |
| 28 | (D) C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended |
| 29 | Brick work with 1st class bricks in cement mortar (1:6) |
| 30 | (a) In foundation and plinth |
| 31 | Add GST @18% (CGST@9% + SGST@9%) |
| 32 | Add Cess@1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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