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Tender For Day To Day Maintenance Of Ty-I,Ty-Ii And Ty-Iii Bsnl Staff Quarters At Satyanagar, Bhubaneswar., Khordha-Odisha

Bharat Sanchar Nigam Limited-BSNL has published Tender For Day To Day Maintenance Of Ty-I,Ty-Ii And Ty-Iii Bsnl Staff Quarters At Satyanagar, Bhubaneswar.. Submission Date for this Tender is 01-01-2024. Building Work Tenders in Khordha Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

41218105
Tender For Day To Day Maintenance Of Ty-I,Ty-Ii And Ty-Iii Bsnl Staff Quarters At Satyanagar, Bhubaneswar.
Open Tender
Indian
Odisha
Khordha
01-01-2024

Tender Details

Day To Day Maintenance Of Ty-I,Ty-Ii And Ty-Iii Bsnl Staff Quarters At Satyanagar, Bhubaneswar.

Key Value

Document Fees
INR 590 /-
EMD
INR 5614.0 /-
Tender Value
INR 2.80 Lakhs /-

BOQ Items

Name of Work: Day to day maintenance of Ty-I,Ty-II & Ty-III BSNL staff quarters at Satyanagar, Bhubaneswar.
Sl. No. Item Description
1Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
2Earth 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.
3All kinds of soil.
4Filling 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.
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
61:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources).
71:5:10 (1 cement : 5 coarse sand(zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
8Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
91:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
10Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of 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 size derived from natural sources).
11Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
12Thermo-Mechanically Treated bars of grade Fe-500D or more.
13Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
14Cement mortar 1:6 (1 cement : 6 coarse sand)
15Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).
16Sal wood
17Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)
18Kiln seasoned and chemically treated hollock wood
1930 mm thick shutters
20Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
21Ply wood 7 ply, 9 mm thick :
22Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type
23Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.
24Kiln seasoned and chemically treated hollock wood
2530 mm thick
26Providing 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 :
27250x16 mm
28Providing 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 :
29200x10 mm
30150x10 mm
31Providing 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 :
32100 mm
33Providing 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.
34Providing 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.
35Top, 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.
36An 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.
3730 mm thick plain PVC door shutters.
38Steel 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.
39In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
40Cement 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.
4140 mm thick with 20 mm nominal size stone aggregate
42Providing 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,
43(i)Single socketed pipes.
44110 mm diameter
45Providing 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.
46Bend 87.5°
47110 mm bend
48Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hardwood 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.
49110 mm
50Grading roof for water proofing treatment with
51Cement mortar 1:3 (1 cement : 3 coarse sand)
5212 mm cement plaster of mix :
531:6 (1 cement: 6 fine sand)
54White washing with lime to give an even shade :
55Old work (two or more coats) .
56Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade :
57Old work (one or more coats)
58Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
59One or more coats on old work.
60Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge.
61With cement mortar 1:4 (1 cement : 4 fine sand).
62Renewing glass panes, with wooden fillets wherever necessary:
63Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).
64Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm).
65Supplying and fixing new wooden fillets wherever necessary:
66Hollock wood fillets.
67Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account)
68Cleaning and de-silting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
69Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-
70(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits.
71(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.
72(iii) Chlorination of RCC internal surface by liquid chlorine.
73(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.
74(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
75Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge.
76Orissa pattern W.C Pan of size 580x440 mm
77Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge.
78(a) Internal Work- Exposed on wall
79Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
80Providing and fixing white vitreous china water closet squatting pan (Indian type) :
81Orissa pattern W.C. pan of size 580x440 mm
82Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan.
83Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.
8410 litre capacity - White
85Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :
86White solid plastic seat with lid
87Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :
88Flat back wash basin of size 550x400 mm.
89Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
90Flexible pipe
9132 mm dia
92Providing 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.
93Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
94Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall
9520 mm nominal outer dia. Pipes.
9625 mm nominal outer dia .Pipes.
9740 mm nominal outer dia. Pipes.
98Providing 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
9940 mm nominal outer dia. Pipes.
10050 mm nominal outer dia. Pipes.
101Providing 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.
102Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:
10315 mm nominal bore.
104Providing and fixing PTMT bib cock of approved quality and colour.
10515mm nominal bore, 86 mm long. Weighing not less than 88 gms.
106Providing and fixing PTMT pillar cock of approved quality and colour .
10715mm nominal bore, 107 mm long. Weighing not less than 110 gms.
108Constructing 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 :
109Inside 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) :
110With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
111Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :
112Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5
113Cleaning of choked manhole chamber of inside size 90x80 cm i/c chok rectifying of s/w pipe line and removing of night soil and debrishes from the chamber disposed it off out side of the compound in municipalty dumps by means of trolly all complete.
114Cleaning of open surface drain of any size i/c removal of debrishes, clay deposit & disposal within a lead of 50m all complete as directed by Engineer-in-charge.
115Easing and adjusting of doors, windows, clerestory windows and cup board shutters by making minor repairs, tightening of screws in hinges, etc all complete as per direction of Engineer-in-Charge.
116Uprooting/Removing trees and plants from roof and walls of any height by uprooting the same with application of acid i/c making good the damages with CP/CC1:2:4 as per requirement all complete as per the direction of E.I.C.
117Providing & erecting single scaffolding system on the external side of building upto three storey height made of best quality bamboo ballies @ 1.5 m centre to centre in both directions including bracing & stiffening as required.
118Shifting and re-fixing of scaffolding materials for removing trees from the external walls and roofs of staff Qtrs. up to height about 10.00 mtr.as per the direction of E-I-C.
119Supplying & engaging unskilled labour along with T&P for cleaning of roof, chajja, rain water pipe mouth, drains & removing trees & plants etc as & when directed by Engineer-in-Charge.
120Credit for taking into possession unserviceable dismantled GI / CI pipes & fittings
121Credit for taking away unserviceable recovered water supply fittings / fixutures as is where is : Unserviciable Brass Bib cocks/stop cocks/pillar tap.
122Providing and fixing SWR PVC soil, waste & vent pipes of approved make conforming to IS:13592(Type-B) including jointing of pipes & fittings with rubber (seal) ring & one step UPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
123110 mm nominal outside diameter pipe
124160 mm nominal outside diameter pipe
125Providing & fixing PVC ball valve with handle of approved quality in existing pipe line including removing the damaged valve etc. all complete as per the direction of Engineer-in-Charge.
12625 mm dia pvc gate valve
12740 mm dia pvc gate valve
12850 mm dia pvc gate valve
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