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Renovation Of Manu Bazar St Boys Hostel And Satchand Girls Hostel S.H. Construction Of Toilet At Both Hostel, Rcc Water Tank, Repair Of Gci Sheet Roof Celling, Doors, Window, Kitchen Shed Etc, Satchand sub Division-Tripura

Public Works Department-PWD has published Renovation Of Manu Bazar St Boys Hostel And Satchand Girls Hostel S.H. Construction Of Toilet At Both Hostel, Rcc Water Tank, Repair Of Gci Sheet Roof Celling, Doors, Window, Kitchen Shed Etc. Submission Date for this Tender is 07-08-2021. Building Repair Tenders in Satchand sub Division Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

28608227
Renovation Of Manu Bazar St Boys Hostel And Satchand Girls Hostel S.H. Construction Of Toilet At Both Hostel, Rcc Water Tank, Repair Of Gci Sheet Roof Celling, Doors, Window, Kitchen Shed Etc
Open Tender
Indian
Tripura
Satchand sub Division
07-08-2021

Tender Details

Renovation Of Manu Bazar St Boys Hostel And Satchand Girls Hostel S.H. Construction Of Toilet At Both Hostel, Rcc Water Tank, Repair Of Gci Sheet Roof Celling, Doors, Window, Kitchen Shed Etc

Key Value

Document Fees
INR 1000 /-
EMD
INR 17998.0 /-
Tender Value
INR 17.99 Lakhs /-

BOQ Items

Name of Work: Renovation of Manu Bazar ST Boys Hostel and Satchand Girls Hostel/SH: Construction of Toilet at Both Hostel, RCC water Tank, Repair of GCI Sheet Roof/Celling, Doors, Window,Kitchen shed etc.
Sl. No. Item Description
1Dismantling GS sheet roofing including ridges, hips,valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge.
2Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 14.9.1 Of area 3 sqm and below.
3Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : 14.11.1 Of sectional area 40 sq cm and below.
4Dismantling steel work in built up section manually/ mechanically without dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge.
5Demolishing reinforced cement concrete manually /by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge
6Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil
7Supplying and filling in plinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
8Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size
94.1.12 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 40 mm nominal size)
10Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
11First class brick work in foundation and plinth including cost of all materials as required complete 6.1.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
12Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
13Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
14Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plan
155.8.5.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
165.8.4.1 Suspended floors, roofs, landings, balconies and access platform with timber pla
17Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or mor
1812.1 12 mm cement plaster of mix 12.1.2 Cement mortar 1:4 (1 cement : 4 fine sand)
196 mm cement plaster of mix : 12.4.2 Cement mortar 1:4 (1 cement : 4 fine sand
20Neat cement punning, 6mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearing for RCC
21Providing wood work in frames of doors, windows,clerestory windows and other frames, wrought framed and fixed in position : 8.1.3 Local Teak Wood
22Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge. 8.5.2.2 30 mm thick shutters
23Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 8.53.1 125 × 65 × 2.12 mm
24Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete 8.60.1 300×16 mm
25Providing and fixing ISI marked oxidised M.S tower bolt Black finish (Barrel type) with necessary Screws etc complete. 8.61.1 250x10 mm
268.61.4 100 x 10 mm
278.64 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 8.64.2 100 mm
28Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2 Fixed to openings /wooden frames with rawl plugs screws etc.
29Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19×19mm MS 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 usuing MS screws of 65/100 mm size complete as per manufacturers" specification and direction of Engineer-In-Charge.
30Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-incharge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter
31Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required 9.15.2 In grating, frames, guard bar, railing, brackets, gates and similar works, all complete
32Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. 10.9.2 40 mm thick with 20 mm well burnt brick aggregate
33Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete. 10.39.1.1 Ceramic Tiles 1st quality 300 x 300mm in all shades and designs
34Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.
35Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 18.1.1 White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
36Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with well burnt 2nd class bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
37Providing and fixing soil, waste and vent pipes: 18.35.1 100 mm dia. 18.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS: 398
38Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 (1 cement: 2 fine sand) in S.C.I./C.I. Pipes: 18.36.2 100 mm dia pipe
39Providing and fixing collar: 18.57.1 100 mm 18.57.1.2 Sand cast iron S&S as per IS - 3989
40Providing and fixing trap of self cleansing design withscrewed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 18.60.1.2 Sand Cast Iron S&S as per IS: 1729.
41Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent pipes (working pressure 6 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 18.83.1 Single socketed pipe - 110 mm OD
42Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: 18.84.5 Bend 87.5° 18.84.5.2 110mm
43Providing and fixing G.I. pipes of medim class as perIS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWDspecification and direction of the Engineer - in -charge. Internal work - Exposed on wall. 19.10.2 20 mm dia. nominal bore
44Making connection of G.I. distribution branch with G.I. main following sizes by providing and fixing tee, including cutting and threading the pipe etc.complete as per CPWD specification and direction of the Engineer - in - charge. 19.13.1 25 to 40 mm nominal bore
4519.15 Providing and fixing brass bib cock of approved quality : 19.15.1 15 mm nominal bore
461Supplying and fixing C.I. cover without frame for manholes : 455 x 610 mm rectangular C.I. cover (light duty)the weight of the cover to be not less than 23 kg.
47Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 20.1.2 150 mm diameter
4820.2 Providing and laying cement concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 20.2.2 150 mm diameter S.W, pipe
49Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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.
50Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] 12.33.1 With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ).
5112.33.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
52Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: 12.47.1 Two or more coats on new work
53Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
54Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.31.1 New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
55Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with : 17.14.1 Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
5617.14.3 Cement mortar 1:4 (1cement : 4 fine sand)
57Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 11.1.2 0.63mm thick with zinc coating not less than 275gm/m2
58Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 11.4.2 0.63mm thick with zinc coating not less than 275gm/m2
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