Agriculture Boards / Undertakings / PSU Closing in 2 days TDR #56939197

Tender For Mcw Works At Fsd Kazipet For The Year 2026-27. Sh: Constuction Of Labour Rest Shed, Isolation Shed, Watch And Ward Room, Security Room, Drain In Railway Siding, Approach Road, Gno.8&9, And Other Miscellaneous Works.

Issued by Boards / Undertakings / PSU · Warangal Urban, Telangana
Tender Value
1.14 Crore
Estimated cost
Bid Submission
25 Aug 2026
2 days left
EMD
2.30 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Warangal Urban → Telangana
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Mcw Works At Fsd Kazipet For The Year 2026-27. Sh: Constuction Of Labour Rest Shed, Isolation Shed, Watch And Ward Room, Security Room, Drain In Railway Siding, Approach Road, Gno.8&9, And Other Miscellaneous Works.

BOQ

Name of Work:- MCW works at FSD Kazipet for the year 2026-27. SH: Constuction of Labour rest shed, Isolation shed, Watch and Ward room, Security room, drain in railway siding, approach road, Gno.8&9, and other miscellaneous works.
Sl. No. Item Description
1Clearing 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.
2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
3Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
4Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead:Of area 3 sq. metres and below
5Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
6Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
7Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
9Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
10Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: cement mortar 1:6( 1cement:6 coarse sand)
11Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works upto plinth level: Concrete of M25 grade with minimum cement content of 330 kg /cum
12Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
13Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth.
14Centering and shuttering including strutting, propping etc. and removal of form for :
15Foundations, footings, bases of columns, etc. for mass concrete.
16Suspended floors, roofs, landings, balconies and access platform
17Lintels, beams, plinth beams, girders, bressumers and cantilevers.
18Columns, Pillars, Piers, Abutments, Posts and Struts.
19Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
20Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
21shelves (Cast-in-situ)
22Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo Mechanicaly treated bars of grade 500D or more
23Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo Mechanicaly treated bars of grade 500D or more
24Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
26Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
27Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand)
28Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 3.5in superstructure above plinth level upto floor V level in cement mortar 1:4(1 cement:4 coarse sand)
29Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 45 x 85 mm
30Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 35 mm thick
31Providing and fixing M.S.grills of required pattern in frames of windows etc.with M.S.flats,square or round bars etc. including priming coat with approvd steel primer all complete Fixed to steel windows by welding
32Providing 40x5mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix(1cement:3 coarse sand:6 graded stone aggregate 20mm nominal size)
33Providing and fixing aluminium slidng door bolts,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete 250x16mm
34Providing and fixing aluminium tower bolts,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete 250x10mm
35Providing and fixing aluminium tower bolts,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete 100x10mm
36Providing and fixing aluminium handles,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete 100mm
37Providing and fixing aluminium hanging floor door stopper,ISI marked,anodised (anodic coationg not less than grade AC 10 as per IS:1868) transparent or dyed to required clour or shade with necessary screws etc complete Single rubber stopper
38Structural 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
39Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
40Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : 4.0 mm thick glass panes.
41Steel 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 welded type tubes
42Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
43Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources).
4452 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
45Providing 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 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
46Providing and laying vitrified tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS:15622 of approved make, in all colours &shade,in skirting,risers of steps,over 12mm thick bed of cement mortar 1:3(1cement:3 coarse sand) including grouting the joints with white cement and matching pigments etc complete) size of Tile 60x60CM
47Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
48Providing and laying Ceramic glazed floor tiles of size 300x300mm(thickness to be specified by the manufacturer), of I st quality conforming to IS :15622, of approved make ,in all colours, Shades,except White,Ivory,Grey,Fume Red Brown,laid on 20mm thick bed of cement mortar 1:4(1Cement: 4 Coarse sand ),jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigments etc., complete.
49Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
50Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm).
51Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
52Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. In 75x75 mm deep chase.
5312 mm cement plaster of mix :1:4(1 cement:4 coarse sand)
5415 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
55White washing with lime to give an even shade:New work (three or more coats).
56Finishing 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 @ 0.90 litre/10sqm).
57Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
58Lettering with black Japan paint of approved brand and manufacture
59Providing and fixing on wall face unplasticised rigid PVC water pipes conforming to IS 13592 Type-A including jointing with sealing ring conforming to IS 5382 leaving 10mm gap for thermal expansion single socketed pipes
60a)single socketed pipes 75mm diameter
61b)single socketed pipes 110mm diameter
62Providing and fixing on wall face unplasticised PVC moulded PVC fittings/accessories for unplasticised rigid PVC water pipes conforming to IS 13592 Type-A including jointing with sealing ring conforming to IS 5382 leaving 10mm gap for thermal expansion single
63a)75X75X75mm single tee with door
64b)110X110X110mm single tee with door
65c)75X75X75mm single tee without door
66d)110X110X110mm single tee without door
67e)Bend 87.5 degree 75mm bend
68f)Bend 87.5 degree 110mm bend
69Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm sand cast iron Por S trap,10 litre low level white P.V.C. flushing cistern,including flush pipe, with manually controleed device(handle lever) conforming to IS: 7231,with all fittings and fixtures complete,including cutting and making good the walls and floors wherever required: White vitreous china Orissa pattern W.C.pan of size 580x440mm with integral type foot rests
70Providing and fixing wash basin with C.I.brackets,15mm C.P.brass pillar taps ,32mm C.P. brass waste of standard pattern ,including painting of fittings and brackets,cutting and making good the walls wherever require: White Vitreous China wash basin Flat back wash basin 550x400mm with single 15mm C.P. brass pillar tap
71Providing and fixing P.V.C.waste pipe for sink or wash basin including P.V.C.waste fittings complete.Flexible pipe 32mm dia
72Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing Rectangular shape 453x357mm
73Providing and fixing Terminal guard:100mm Sand cast iron S&S as per IS -1729 a) 100mm Dia Sand cast iron S&S as per IS -1729
74Providing and fixing trap of self cleansing design with screwed down or hinged grating with or with out vent arm complete ,including cost of cutting and making good the walls and floors: 100mm inlet and 100mm out let Sand cast iron S&S as per IS -1729
75Providing and fixing G.I.pipes complete with GI fittings and clamps ,including cutting and making good the walls etc., Internal work exposed on wall
76a)15mm nominal bore
77b)20mm nominal bore
78c)25mm nominal bore
79Providing and fixing G.I.pipes complete with GI fittings and clamps ,including trenching and refilling etc.,External work
80a)25mm nominal bore
81b)40mm nominal bore
82Making connection of GI distribution branch with G.I.main of following sizes by providing and fixing tee,including cutting and threading the pipe etc., complete
83a)25 to 40mm nominal bore
84Proving and fixing brass bib cock of approved quality 15mm nominal bore
85Proving and fixing brass stop cock of approved quality 15mm nominal bore
86Providing and fixing gunmetal gate valve with C.I wheel of approved quality (screwed end)
87a)25mm nominal bore
88b)50mm nominal bore
89Providing and fixing ball valve(brass) of approved quality High or low pressure,with plastic floats complete 15mm nominal bore
90Providing and fixing unplasticised PVC connection pipe with brass unions 30cm length 15mm nominal bore
91Providing and fixing G.I.union in G.I.pipe including cutting and threading the pipe and making long screws etc., complete .,(New work.)
92a)15mm nominal bore
93b)20mm nominal bore
94c)25mm nominal bore
95d)40mm nominal bore
96Providing and placing on terrace(at all floor levels) polyethelene water storage tanks ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and base support for tank
97Providing,laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1cement:1fine sand)including testing of joints etc.complete 100m diameter
98Providing and laying cement concrete 1:5:10 (1cement:5 coarse sand:10 graded stone aggregate 40mm nominal size) all-round S.W.pipes including bed concrete as per standard design:100mm diameter S.W.pipe
99Providing and fixing square mouth SW gully trap class SP-1 complete with CI grating brick masonry chamber with water tight C.I.cover with frame of 300mmx300mm size(inside)the weight of cover to be not less than 4.50kg and frame to be not less than 2.70kg as per standard design 100x100mm size P type With common burnt clay F.P.S.(non modular) bricks of class designation 3.5
100Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning,fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc.complete, excluding plastering of the jambs, sills and soffits.25mm thick
101Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry
102Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:2:4 (1:cement: 2 coarse sand: 4graded stone aggregate 20mm nominal size)
103Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
104Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron)
105Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately): Powder coated aluminium (minimum thickness of powder coating 50 micron)
106Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness
107Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
108Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.
109Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
110Providing and fixing plastic speed breaker of 50-ton load capacity with inbuilt reflectors on existing cement concrete road, including fixing arrangement with screws/fasteners, labour charges, and all incidental works, complete, as per specifications and directions of the Engineer-in-Charge.
111Providing and fixing 1 metre Concave mirror for road safety with polycarbonate frame including labour charges, complete, as per directions of Engineer-in-charge Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56939197
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 1.14 Crore
LAST DATE 25-08-2026
Authority
Authority Name Food Corporation Of India
Work Description Tender for Mcw Works At Fsd Kazipet For The Year 2026-27. Sh: Constuction Of Labour Rest Shed, Isolation Shed, Watch And Ward Room, Security Room, Drain In Railway Siding, Approach Road, Gno.8&9, And Other Miscellaneous Works.
Basic Detail
Tender No Engg/4/2026-27
Bidding Type Tender
Location
City Warangal Urban
State Telangana
Key Dates
Publish Date 10 Aug 2026
Submission Date 25 Aug 2026
Open Date 27 Aug 2026
Finance
Tender Value 1.14 Crore
Tender Fee Ref. Documents
EMD 2.30 Lakhs
Exemption Not Available
Document List
Tendernotice_1 (7).pdf
7c3cf242-5be9-4097-b3f0-5e058708526c.html
BOQ_968356.xls
DNITfinal10082026.pdf

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Tender Timeline

Aug 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 25, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Aug 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

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pdf

Tendernotice_1 (7).pdf

html

7c3cf242-5be9-4097-b3f0-5e058708526c.html

xls

BOQ_968356.xls

pdf

DNITfinal10082026.pdf

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