Communications and Information Technology Government Departments Closing in 7 days TDR #57890361

Tender For Construction Of New Telephone Exchange Building At Kalupada Ghat, Tangi.

Issued by Government Departments · Khordha, Odisha
Tender Value
27.42 Lakhs
Estimated cost
Bid Submission
26 Oct 2026
7 days left
EMD
54860
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of New Telephone Exchange Building At Kalupada Ghat, Tangi.

BOQ

Name of Work:- Construction of New Telephone Exchange Building at Kalupada Ghat, Tangi.
Sl. No. Item Description
1Sub-Head : Earth Work
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
3All kinds of soil
4Earth 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.
5All kinds of soil.
6Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
7All kinds of soil
8Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
9Filling 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 m and lift up to 1.5 m.
10Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
11All kinds of soil.
12Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
13Clearing 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 50m outside the periphery of the area cleared.
14Sub-Head : Concrete Work
15Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
161:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
171:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
18Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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 & dressing & finishing the top smooth.
19Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.
20Providing 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).
21Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
22Sub-Head : Reinforced Cement Concrete
23Providing 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 :
241:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
25Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
261:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
27Reinforced 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
28Centering and shuttering including strutting, propping etc. and removal of form for :
29Foundations, footings, bases of columns, etc. for mass concrete
30Suspended floors, roofs, landings, balconies and access platform
31Lintels, beams, plinth beams, girders, bressumers and cantilevers
32Columns, Pillars, Piers, Abutments, Posts and Struts
33Weather shade, Chajjas, corbels etc., including edges
34Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
35Thermo-Mechanically Treated bars of grade Fe-500D or more.
36Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
37Thermo-Mechanically Treated bars of grade Fe-500D or more.
38Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
39Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
40Sub-Head : Masonry Work
41Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in:
42Cement mortar 1:6 (1 cement : 6 coarse sand)
43Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 5 in superstructure above plinth level up to floor V level.
44Cement mortar 1:4 (1 cement :4 coarse sand)
45Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.ird course of half brick masonry.
46Brick work with non modular fly ash bricks average compressive strength7.5 in super structure above plinth level up to floor V level in :
47Cement mortar 1:6 (1 cement : 6 Coarse sand)
48Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
49Sub-Head : Cladding Work
50Providing 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. complete at all levels.
51Granite stone slab colour black, Cherry/Ruby red
52Area of slab upto 0.50 sqm
53Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
54Sub-Head : Wood and P.V.C. Work
55Providing 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 approved steel primer all complete.
56Fixed to openings /wooden frames with rawl plugs screws etc.
57Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
58Providing and fixing aluminium 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 :
59300x16 mm
60250x16 mm
61Providing and fixing aluminium tower 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 necessary screws etc. complete :
62250x10 mm
63150x10 mm
64Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
65125 mm
66100 mm
67Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
68Twin rubber stopper
69Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge.
70Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.
7130 mm thick plain PVC door shutters.
72Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
73Sub-Head : Steel Work
74Steel 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.
75In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
76Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
7710 x 140 mm
78Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
79Sub-Head : Flooring
80Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
8140 mm thick with 20 mm nominal size stone aggregate
82Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
8318 mm thick.
84Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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 @ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete.
85Providing 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) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
86Size of Tile 600x600 mm
87Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
88Size of Tile 600x600 mm
89Sub-Head : Roofing
90Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm 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 /seIf 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.
91Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
92(i)Single socketed pipes.
93110 mm diameter
94Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
95Single tee without door
96110x110x110 mm
97Bend 87.5°
98110 mm bend
99Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
100110 mm
101Sub-Head : Finishing
10212 mm cement plaster of mix :
1031:6 (1 cement: 6 coarse sand)
10415 mm cement plaster on rough side of single or half brick wall of mix :
1051:6 (1 cement: 6 coarse sand)
10615 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
1071:4 (1 cement: 4 fine sand)
108Finishing walls with Acrylic Smooth exterior paint of required shade :
109New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
110Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
111Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
112Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete :
113New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
114Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
115With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
116Lettering with black Japan/black enamel paint of approved brand and manufacture
117Sub-Head : Road Work
118Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
119Sub-Head : Sanitary Installations
120Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :
121W.C. pan with ISI marked white solid plastic seat and lid
122Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
123White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
124Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
125Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
126450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.
127Sub-Head : Water Supply
128Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.
12920 mm nominal outer dia .Pipes.
13025 mm nominal outer dia .Pipes.
131Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work
13225 mm nominal outer dia. Pipes.
133Providing and fixing uplasticised PVC connection pipe with brass unions :
13445 cm length
13520 mm nominal bore
136Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
137Providing and fixing PTMT bib cock of approved quality and colour.
13815mm nominal bore, 86 mm long. Weighing not less than 88 gms.
139Providing and fixing PTMT stop cock of approved quality and colour.
14015 mm nominal bore, 86 mm long. Weighing not less than 88 gms.
141Providing and fixing PTMT grating of approved quality and colour.
142Circular type.
143125 mm nominal dia with 25 mm waste hole.
144Sub-Head : Drainage
145Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :
146100 mm diameter S.W. pipe /SWR PVC pipe
147Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
148Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
149With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
150Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :
151With 20x20 mm square bar
152Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
153Sub-Head : Pile Work
154Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto the bottom of pile cap):
155300 mm dia piles
156Sub-Head : Aluminium Work
157Providing 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) :
158For fixed portion
159Powder coated aluminium (minimum thickness of powder coating 50 micron)
160For 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).
161Powder coated aluminium (minimum thickness of powder coating 50 micron)
162Providing 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):
163With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
164Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete.
165205 x 19 mm
166Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.
167Powder coated minimum thickness 50 micron aluminium.
168Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer-in-charge
169Powder coated minimum thickness 50 micron aluminium
170Sub-Head : Water Proofing
171Grading roof for water proofing treatment with
172Cement mortar 1:3 (1 cement : 3 coarse sand)
173Sub-Head : MARKET RATED ITEMS
174Providing and laying under ground unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type B, including jointing with seal ring conforming to IS : 5382 or with solvent cement & testing of joints etc all complete as per direction of Engineer-in-charge. Trenching & refilling of excavated soil to be paid extra. (a) Single socketed pipes. (i) 110 mm dia
175Providing and fixing UPVC terminal guard in SWR UPVC pipes etc complete as per direction and upto satisfaction of Engineer-in-charge.
176110 mm dia
177Providing and fixing 2.00 mm thick Anti-static homogeneous Polyvinyl chloride sheet with copper strip of 0.50mm thick including accessories at the joint in flooring in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality and manufacture like Dunlop S-758, Fevicol SR-998 or equivalent including rolling with light wooden roller weighing about 5 kg. all complete as directed by Engineer-in-Charge, in approved colour and shade.
178Providing seem welding at the joint of PVC sheet in floor by using 4mm dia pvc welding electrode with necessary \\"V\\" groove cutting etc. all complete as per direction of Engineer in charge.
179Providing and fixing panelling in aluminium door, window, ventilator shutters and partitions etc with 3 mm thick interior grade aluminium composite panel sheet in metallic colour of approve shade & manufacture made out of ACP material consisting of 2.5 mm thick mineral core sandwiched between two aluminium sheets ( Each 0.25 mm thick) including cost of 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.)
180Providing and fixing CPVC Union in CPVC pipe line including cutting the pipe etc complete as per direction of Engineer-in-charge
18125 mm diameter
182Providing and fixing CPVC Ball valve approved quality with handle in CPVC pipe line etc complete as per direction of Engineer-in-charge:
18325 mm diameter
184Providing and fixing on wall Sign Board of required size consisting of base plate of 6 mm thick imported quality acrylic sheet of approved brand and manufacture and of either clear or of required colour or shade with vinyl stickering ( sheet thickness not less than 80 micron) of the chosen text consisting of alphabets, numerals & punctuation marks etc of required font, size & colour on top of the board including fixing with stainless steel nuts & bolts / studs as per direction of Engineer-in-charge. (The rate is for the complete item & the area of the sign board is to be measured for the purpose of payment.)
185Fixing of readymade droppery rod along with velvet cloth of 1.00 meter length on the masonary wall with necessary clamps and screws complete in cluding sliding arrangment for opening of the screen all complete. as per the direction of the Engineer-in-charge . Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57890361
AUTHORITY Government Departments
TENDER VALUE 27.42 Lakhs
LAST DATE 26-10-2026
Authority
Authority Name Bharat Sanchar Nigam Limited
Work Description Tender for Construction Of New Telephone Exchange Building At Kalupada Ghat, Tangi.
Basic Detail
Tender No 24/CE(C)/2026-27/BCD/BBSR.
Bidding Type Tender
Location
City Khordha
State Odisha
Key Dates
Publish Date 06 Oct 2026
Submission Date 26 Oct 2026
Open Date 27 Oct 2026
Finance
Tender Value 27.42 Lakhs
Tender Fee 590
EMD 54860
Exemption Available
Document List
BOQ_342205.xls
e56cfeda-69b8-47f7-9374-d0812070ccbf.html
Tender24.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 26, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Oct 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

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