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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.0 CrAccepted-AOC GROUND FLOOR 1 MELARMAITH AGARTALA TRIPURA W | AGARTALA | TRIPURA | ₹3.0 Cr | 1 | Accepted-AOC Being 1st lowest |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
28 Mar 2024, 3:00 pmClosed
The Executive Engineer, Gonda Twisa Div., PWD(G).
O/O The Executive Engineer, Gonda Twisa Division, PWD (G).
Seismic Retrofitting and Rehabilitation work of Gandacherra Sub-Divisional Hospital at Gandatwisa, Dhalai District, Tripura.
2024_CEPWD_48261_1
CE(Buildings)/PWD/ACE/Project Unit/DNIT/80/2023-24
Open Tender
Civil Works - Building
Item Rate
500 days
Gonda Twisa
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,000
₹7.8 L
O/O The EE, Gonda Twisa Division, PWD (G).
23 Oct 2024
7 Mar 2024
28 Mar 2024
7 Mar 2024
28 Mar 2024
7 Mar 2024
7 Mar 2024 - 14 Mar 2024
19 Mar 2024
Amount
(A) SH: SEISMIC RETROFITTING WORK
Centering shuttering including struttings, propping etc. and removal of form work for:
Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre,horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose.The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
Chiseling the deteriorated concrete upto 25mm to 40mm thick with power driven (Hilti-TE504 or equivalent) or pneumatic chisel of standard including cleaning loose friable materials, also removal of rust in the rebars with rust remover, buffing wheel etc, including applying Zinc rich primer on th rebars etc including equipments , tooles and tackles etc complete to be kept ready to receive PMM mortar/Micro Concrete etc.
Providing and applying pre-packed single component polymer modified protective mortar including mechanical mixing, applying layer by layer of thickness not more than 5mm each layer etc. as per the manufactures specification etc. complete including bond coat if required.
Providing and placing in position Micro Concrete, which shall be cement based pre-packed single component chloride free, non-shrink , free flow, self compacting ready to use after mixing water in specified proportion obtained from approved manufacturer as per specification upto Grade not less than M40 for column, beam, slab etc. wherever required including mixing with paddle fitted low RPM machine, including materials, Aggregate, labours etc. complete.
Providing and injecting cement slurry Grouting by fixing 10 to 20 mm dia. suitable nozzle of suitable length, over the surface of PCC/RCC/ Brickmasonry and along the construction joint line, cracks, wherever required. Fixing of nozzle shall be in the required portion and the Nozzles shall be fixed with suitable size holes preferably by using repercussive hammer drill (electrically operated) including neat cement slurry admixed with water. Soluble non - shrink based chemical shall be injected through the network of nozzles with low pressure grout pumps (PDP) at a pressure of about 2.0 Kg /cm2, preparing cement slurry by mixing cement with non-shrink @ 500 gms/50 kg bag of cement and water, ensuring that Water : Cement ratio does not exceed 2 (by weight). Wetter the structure, lesser should be the water cement ratio. The viscosity of the resultant solution water/cement/non-shrink should not be more than 1.2 centipoises. Plasticizing agent shall be added wherever required. The grouting shall be started at very low pressure and increased gradually to a required pressure. The grouting shall be continued till the hole refuses to take any further grout, even at an increased pressure. Applied pressure shall not be more than the strength of the PCC/RCC/brick masonry. After completion of grouting operation, the nozzles shall be sealed properly to the satisfaction of the Engineer-in-Charge. Quoted rate shall be inclusive of all.
Providing and fixing shear connectors, fixing with epoxy as per manufactures specification, drilling 10mm dia hole upto a depth of 100mm, cleaning the holes with blowers etc. and fixing connectors with 8mm steel upto a length of 150mm to 300mm depending upon the requirement including cutting and bending with labour, equipment, machinary etc. complete wherever required.
Anchoring wall /slab after exposing ceiling slab/floor slab and connecting the same with suitable MS Plate, Micro/M25 grade concrete etc complete. All including steel, concrete , frabracation , fixing , casting
Providing and fixing seismic strap, made of G.I. wire mesh of required size (25x25mm, 3mm nominal diameter G.I. wire mesh, Hot dip galvanizing at the rate of 120 gm per Sqm as per IS code 4826) on walls with the help of anchor bolts/bars/ binding wires etc. including cutting, bending and binding etc. complete as per direction of Engineer-in-Charge. Overlaps of 100mm shall be allowed in transverse direction. Minimum 10 mm cover on either side of the strap shall be given while rendering. The same width shall be taken for measurement (Anchors, making of holes, steel if any shall be paid separately) and rendered with pre-packed polymer modified mortar upto 10 mm thickness including mechanical mixing, applying layer by layer of thickness not more than 5mm each layer etc. as per the manufactures specification including bond coat etc. complete.
Providing and fixing anchors of required length not less than 700mm made of four G.I. bars of minimum diameter 3mm for fixing seismic straps to the existing walls including drilling holes, inserting anchor through the holes in walls, binding with straps provided on one or both faces of the walls, grouting the holes with micro-concrete etc. complete as per direction of Engineer-in-Charge or equivalent method of anchoring with steel welding system etc
Providing and laying cement concrete 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 6mm done chips of 10mm to 20 mm depending on the site condition) with addition of Polypropylene fiber as per manufactures specification or at the rate of 200 gms per one bag of cement and admixture at the rate of 200 ml per bag of cement etc. mixing, pouring, leveling, curing etc including lift etc. complete for PCC flagging or wherever required.
SUB-HEAD : (B) SH: REHABILITATION WORK
Supplying 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.
Providing 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 stone aggregate 40 mm nominal size)
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
Half 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 ).
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
Water thinnable cement primer
Wall painting with acrylic plastic emulsion paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
Two or more coats on new work
Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
Painting 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]:
Two or more coats on new work
Providing and laying 1st class quality 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 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. all complete as per direction of the Engineer-in-charge..
Glazed Vitrified Tiles (Glossy / Mat Finish/ Anti-Skid) Size of tile 600 mm x 600 mm
Providing and laying 1st class quality 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. all complete as per direction of the Engineer in-charge.
Mat Finish Tiles/ Anti-skid Tiles/ Glossy Tiles 300 mm x 300 mm in all shades and designs
Providing and fixing 1st class quality ceramic glazed wall tiles 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 etc. all complete as per direction of the Engineer in-charge.
450 mm X 300 mm in all shades and design
Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge
In cement mortar.
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to pproved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer
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)
Steel 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:-
In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (both primary and secondary sealant) of approved quality etc.complete as per specification, drawing and direction of Engineer-in charge.
Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
Providing and fixing ISI marked 85 x 42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc.complete.
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
Dismantling 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. Each ₹ 211.70 14.9.2 Of area beyond 3 sqm.
Removal of existing plaster on external, internal walls, towers upto any thick wherever found required including deep raking the joints , providing suitable treatment to remove the formation of alkali salts rinsing with hot water or by chemical wash (if required) without eroding the brick surface etc. complete including materials, chemicals, cost of labour, tools and tackles complete including wetting/damping or drying the wall etc. complete and disposal of debris etc complete
Removal of existing water proofing system upto any thick max upto 20 to 400mm and disposing the debris upto a max. lead of 1km from site to stocking ground incl. cost of labour, tools, tackles, equipments etc. complete all including removal of debris
Providing and applying Hand patch polymer modified mortar at the ratio 1:3 1 cement: 3 Sand) including mechanical mixing, SBR at the rate of 15% by weight of cement, along with required synthetic fiber 12mm, adding plasticizers as per the manufactures specification etc. complete including bond coat with SBR/cement slurry etc complete
15 mm Cement Plastering including cement punning double layer including cost of materials required and finishing even and smooth, curing complete in cement mortar 1:4 (1 Cement: 4 Sand) including Poly propylene fibre at the rate of 800 gms per cum. of cement & admixture at the rate of 150 ml per bag of cement
Surface preparation by overlay ( 50mm) with rich grade concrete M25 and (pre-packed polymer modified mortar if required), with seperated with plain glass of suitable size on either side excluding the cost of centering shuttering , and reinforcement, including Polypropylene Fibre at the rate of 800 Gm per cum of concrete and admixture at the rate of 150ml per bag of cement, etc complete and the glass shall be fixed with micro concrete or equ.including bond coat of SBR/cement slurry etc compelete after removing loose friable material and weak concrete, surface defects such as blowholes and voids must be fully exposed. Repairs to the substrate, filling of joints, blowholes/voids and surface leveling must be carried out using appropriate products, surface biocide used in the treatment of microbial contamination (fungi, algae, mosses, lichen, mildew and moulds) to be applied prior to the application of a coating system. It is also essential that visible growth, flaking paint and others loose materials are removed prior to application. This may be achieved by wire brush, scraper or other similar means. Oil/grease contamination should be removed using a proprietary solution etc. complete High spots/undulation must be removed by grinding, outgrassing is a naturally occurring phenomenon of concrete that can produce pinholes in subsequently applied coatings, so the surface preparation must be touch sound and neat & clean to receive the coating. Measurement shall be in lenghth and breath of the over lay, steel, shear connector & centering shall be paid seperately
SUB-HEAD : (C) SH: SANITARY & WATERSUPPLY WORK
Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In-Charge using 100x8 sheet metal CSK screws.
Providing 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-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter).
Providing and fixing on wall face unplasticised Rigid PVC 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
Single socketed pipe - 110 mm OD
Providing 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 :
White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
Providing 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 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 :
W.C. pan with ISI marked white solid plastic seat and lid
Providing and fixing wash basin with C.I. brackets, 15mm 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 :
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour
450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms.
Providing and fixing on wall face unplasticised Rigid PVC soil, waste & vent pipes (working pressure 4 kg /cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
Single socketed pipe - 75 mm OD
Single socketed pipe - 110 mm OD
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC soil, waste & vent pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
Coupler-75mm
Coupler-100mm
Single equal tee without door - 75x75x75 mm
Single equal tee without door - 100x100x100 mm
Single equal tee with door - 75x75x75 mm
Single equal tee with door - 100x100x100 mm
Providing and fixing 25mm x 1.40 mm clips made out of aluminium strip of approved design to unplasticised -PVC soil, waste & vent pipes by means of Plastic Wall Plugs fitted in the brick work/R.C.C work by drilling with the help of mechaine and screwed with M.S. screws of required length and making good the wall etc. complete.
Providing 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.
20 mm nominal outer dia .Pipes.
25 mm nominal outer dia .Pipes.
40 mm nominal outer dia .Pipes.
Providing and fixing brass bib cock of approved quality :
20 mm nominal bore
Providing and fixing brass stop cock of approved quality :
20 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
25 mm nominal bore
Providing and fixing uplasticised PVC connection pipe with brass unions :
20 mm nominal bore
SUB-HEAD : (D) SH: ELECTRICAL WORK
Providing 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
Providing and fixing electrical steel box of size 3 model, 4 model & 6 model metal box at required portion including cutting bricks, fixing box, rendering etc. complete.
Providing and fixing electrical steel box of size 8 model metal box at required portion including cutting bricks, fixing box, rendering etc. complete.
Providing and fixing electrical steel box of size 16 model metal box at required portion including cutting bricks, fixing box, rendering etc. complete.
Providing required electrical wire into the already fixed conduits with required Distrubution boxs, MCB etc also removal of existing electrical connection and using serviceaseable materials etc complete Measurement shall be in plinth area of the building i.e. Number of Floors X LengthXBreadth (Outer to Outer)
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