Agriculture Government Departments Closing in 0 days TDR #57735878

Tender For Construction Of Kisan Bhawan Inc Ouse Of Sahkari Ganna Vikas Samiti Ltd Maholi Sitapur

Issued by Government Departments · Sitapur, Uttar Pradesh
Tender Value
2.81 Crore
Estimated cost
Bid Submission
14 Oct 2026
0 days left
EMD
16.09 Lakhs
Bank guarantee accepted
Document Fee
4328
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Sitapur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of Kisan Bhawan Inc Ouse Of Sahkari Ganna Vikas Samiti Ltd Maholi Sitapur

BOQ

Name of Work:- Construction of Kisan Bhawan inC ouse of Sahkari ganna Vikas Samiti Ltd Maholi Sitapur
Sl. No. Item Description
1Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
2Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
3Providing and laying in position ready mixed or site batched design mix cementconcrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to eithe.r re-design the mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum
4Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.
5Construction of drain along with apron. 150X150MM
6(4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)
7PLINTH BEAM
8R.C.C.work in foundation / Footing
9R.C.C.work in Column upto Plinth Lvl.
10Lintel / Lintel Band
11R.C.C. work in slab
12R.C.C.work in Beams
13R.C.C.work in Column
14Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
15Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
16Painting on DPC or over roof slab one coat of air blown bitumen 60/70 or 80/100 grade @ one Kg/Sqm including cost of fuel wood other materials, labour T & P etc required for proper completion of work.
17Ground Floor
18First Floor
19Ground Floor
20First Floor
21Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
22Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :5.5 mm thick glass panes
23Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
24Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre).
25TMT Fe-500 iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
2615 mm plinth plaster (1 cement :4 coarse sand) F.M.-2.25
27Ground Floor
28First Floor
29Ground Floor
30First Floor
31Making grooves 10 to12mm wide x 8mm deep in plaster of the wal or in ceilng verticalLy or horizonta ly as required
32Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).
33Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with greycement slurry mixed with pigment to match the shade of the slab, including rubbing andpolishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick
34Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. completeat all levels. Granite stone slab colour black, Cherry/Ruby red
35Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
36Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 15mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
37Supply and fixing 6mm thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc.
38Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
39Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface)
40Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
41Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
42Providing & laying of light cinder filling under floor of toilets & other sunken roofs.
43For vertical surface two coats @ 0.70 kg per sqm per coat
44For horizontal surface one coat @1.10 kg per sqm.
45ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work.
46Fixing of Door, windows/ventilators chaukhats in position.
47Providing and fixing 150 mm bright finished floor stainless steel door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.
48Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
49(a) 250 mm x 10mm
50Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm
51(a) Single leaf
52(b) Extra for double leaf doors
53both side laminated
54Extra for providing lipping with 2nd class eak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
55Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
56Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment
575. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml
58Foundations, footings, bases of columns, etc. for mass concrete.
59Columns,Pillars, Piers, Abutments, Posts and Struts.
60Lintels, beams, plinth beams, girders, bressumers and cantilevers.
61Suspended floors, roofs, landings, balconies and access platform.
62Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
63Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes
64Providing & fixing of M.S. Sheet with insulated 25mm thick including cutting & fixing J or L Hooks etc all complete in direction of engineer in charge.
65Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately
66Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paidfor separately).
67Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwedwith M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & specialceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 60 minutes of fire resistanceboth integrity & radiation control (EW60) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.
68Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete.
69Providing and fixing plain lining with necessary screws/nuts & bolts/ nails, including a coat of approved primer on one face, and fixed on wooden /steel frame work, complete as per direction of Engineer-incharge (Frame work shall be paid for separately). 12mm thick commercial ply conforming to IS : 1328 BWR type
70French spirit polishing : Two or more coats on new works including a coat of wood filler
71Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.
72INTERNAL PLUMBING WORK
73ELECTRIFICATION WORK
74FIRE FIGHTING WORK
75FIRE ALARM WORK WORK
76TOILET BLOCK WORK
77SEPTIC TANK & SOAK PIT WORK
78CAMPUS EARTH FILLING WORK
79RAIN WATER HARVESTING WORK
80BORING WORK
81INTERLOCKING PARKING WORK
82C.C. ROAD WORK along with paerapets to allow unhindered longitudinal of water (as per sheer attached Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57735878
AUTHORITY Government Departments
TENDER VALUE 2.81 Crore
LAST DATE 14-10-2026
Authority
Authority Name Cane Development And Sugar Industry
Work Description Tender for Construction Of Kisan Bhawan Inc Ouse Of Sahkari Ganna Vikas Samiti Ltd Maholi Sitapur
Basic Detail
Tender No 3015/c nirman date 21-09-2026
Bidding Type Tender
Location
City Sitapur
State Uttar Pradesh
Key Dates
Publish Date 28 Sep 2026
Submission Date 14 Oct 2026
Open Date 15 Oct 2026
Finance
Tender Value 2.81 Crore
Tender Fee 4328
EMD 16.09 Lakhs
Exemption Available
Document List
5f41af73-ed18-42ca-96a1-1405ad24003d.html
BOQ_2243856.xls
Tendernotice_1 (79).pdf
Tendernotice_2 (16).pdf

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Tender Timeline

Sep 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 15, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

5f41af73-ed18-42ca-96a1-1405ad24003d.html

xls

BOQ_2243856.xls

pdf

Tendernotice_1 (79).pdf

pdf

Tendernotice_2 (16).pdf

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