Department Of Atomic Energy Tender
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Department Of Atomic Energy - DAE Tender
Paints and Enamels
Eprocure
Opening Date29 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,31,65,000
Costs
EMD
₹ 6,63,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Retrofitting And External Painting For Type - Ve Bungalows Phase - Vii At Thiyagaraja Sector In Anupuram Township.
Description
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Contact
Tender Id
2024_GSO_822870_1Bid Award Id
ViewTender No
GSO/CTC/CEG/85/2024Tender Authority
Department Of Atomic Energy ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Technical Bid and Forms ACDFGH to be filled and uploaded
Annexure 2 to 4 to be signed and uploaded
BOQ Items
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Trimming of tree branches, which causing hindrance to free vehicle movement, blocking street light and touching the building etc., on road sides, avenues, streets and near buildings, including cutting the branches of trees using necessary tools, collecting, transporting and disposing them at places shown by the department using their own means of conveyance all as directed by the Engineer-in- charge.
-
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Below 300mm Girth trees
130
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Beyond 300mm girth upto and including 600mm girth.
20
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Providing and laying in position of plain cement concrete using hard granite broken stone for all insitu levelling courses in foundations, floor, roof screeding, encasing pipes, etc., including mechanical mixing, ramming, compaction, levelling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications.
-
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1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size)
220
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1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 25mm nominal size)
90
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Providing, erecting, placing in position and removing Formwork for all insitu concrete works at all lifts and all shapes such as circular works, chamfers, splays, etc., using Steel / Plywood shuttering including centering, scaffolding, strutting, propping with necessary bracing in all areas, fixing of EPs, cutting holes and fixing pipe sleeves, applying of approved form oil over surface in contact with concrete, de-shuttering after specified curing period, etc., all complete as per drawings and specifications. Note: Measurement for the formwork shall be the area of forms in contact with concrete surfaces. Stop boards for construction joints will not be measured separately for payment. Centering and shuttering where exceeding 3.5m height in one floor shall be measured and paid for separately.
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For Plain Surfaces above 3.5m height
90
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Providing and fixing double scaffolding system (cup lock type) on the exterior side at all height made using 40mm diameter M.S. tube spaced @ 1.5m center to center at both horizontal and vertical joining with cup and lock system with M.S.tube, M.S.tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc., including maintaining it in a serviceable condition for the required duration as approved, removing after completion of repair works, the scaffolding system shall be stiffened with bracings, runners connection with the building, etc., wherever required for essential safety features for the workmen, etc., all complete as directed by Engineer-in-charge.
Note: 1) The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. 2) The buildings are of Ground+ 1 storeyed structure and the contractor has to observe all safety procedure while working on heights as per I.S. 3696 (Part-I) - 1987. (Safety Code for scaffolds).
3) All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification.
4) Screen of suitable material shall be provided to the full height of scaffolding and securely tied to protect falling objects coming out during the repair work is in progress.
5) To protect workers on lower platform against falling objects from higher level over head protection should be provided on the scaffolds.
6) Necessary aluminium/ M.S. ladder shall be provided at the cost of the contractor, to the full height of scaffolding at required location around the building to enable Departmental Supervisor/Engineer climb up and closely watch the repair work of the building.
9000
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Providing, cutting, bending, placing and binding steel reinforcement using TMT bars of Fe-500 / Fe-500D grade in all reinforced cement concrete works including cutting, bending, fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire, cost of cover blocks in C.M 1:2, etc., complete as per specifications and drawings. Important Note: The required quantity of steel reinforcement as mentioned in the schedule should be procured by the contractor only of SAIL, Rashtriya Ispat Nigam Limited (VIZAG), TATA Steel & JINDAL from authorised dealers which shall conform to IS: 1786 (Latest Edition).
0.5
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Providing and laying brick masonry in Cement Mortar 1:6 with well burnt chamber bricks / FALG Bricks of approved quality in all shapes and sizes including scaffolding, curing, raking out joints, etc., all complete as per specifications and as directed by Engineer-in-charge.
5
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Providing and constructing 110mm thick brick work in Cement Mortar 1:4 (1 Cement : 4 Coarse sand) for partition / Kerb walls using well burnt chamber bricks / FALG Bricks of approved quality including scaffolding, curing etc., complete all as per specifications.
510
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Providing and constructing 115mm thick Honey comb brick work for Compound wall using well burnt WIRE CUT BRICKS of approved quality in C.M 1:4 consisting of 110mm thick (Plus or Minus 5mm) brick work, 230 x 230mm size solid brick pillars at every 3 meters intervals and at junctions, corners etc., brick on edge layer at bottom and top as coping including scaffolding, curing, raking out joints, pointing on wall exposed faces, etc., all complete as per specifications.
97
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Labour charges for removing the unconditioned MS gate (Single leaf) from the existing Brick/RCC pillars without damaging the gate and refixing the same by welding/hold fasts the gate to the EP plate available in the Brick work/RCC pillars etc., all complete and as directed by the Engineer-in-charge
30
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Providing and laying Indian Patent Stone flooring of 20mm thick with cement concrete 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate) finished with a floating coat of neat Cement using 20/10mm and below size hard broken stones including laying in panels, cement slurry, consolidation, curing, rubbing the surfaces smooth etc., all complete as per specification.
1150
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Providing 20mm (±2mm) thick one side polished Kota stone slabs mirror polished, (pre moulded and prepolished slab) machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups, etc., including rubbing,curing, finishing , providing holes of required diameter, providing opening to fix counter basins, providing grooves wherever required, etc., all complete at all levels as per specifications.
(Note: The Granite stones slab shall be got approved by the Engineer before making bulk order.)
10
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Providing Half Round Edge Moulding to 20mm thick Kota stone counters, vanities, sills, etc. including machine polishing the edges to give high gloss finish etc., all complete as per specifications and as directed by Engineer - in – charge.
7
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Plastering with cement mortar 1:3; 20mm thick including supplying and mixing of water proofing compound of approved make at the rate of 2% (Two percent) by weight of cement or as specified by manufacturer including finishing smooth with a floating coat of neat cement, scaffolding, curing, etc., all complete at all lifts as per specification.
[Note: 6mm premium glass fibre of make Dugar & Co or Recron shall be mixed with Cement @ 60 gms of glass fibre per 50kgs of cement]
100
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Plastering with Cement Mortar 1:5 for brickwork / Concrete on its external faces at all lifts including scaffolding, curing and forming grooves wherever necessary all complete as per specifications and as directed by the Engineer-incharge. [Note: 6mm premium glass fibre of make Dugar & Co or Recron shall be mixed with Cement @ 60 gms of glass fibre per 50kgs of cement]
-
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12mm average thickness
250
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Supplying and fixing in position of Alkali resistance Glass fibre mesh (4-5mm square aperture with 145 gsm) over the joints of RCC and Brick work with cement paste before plastering as directed by Engineer-in-charge.
50
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Providing and laying Polymer modified self compacting micro concrete jacket for the structural members e.g. columns, pillars, piers, beams etc at all locations and all lifts using self compacting micro concrete of make Ultratech (Microcrete) or FAB Chemicals (Mixbuild MC) or BASF (MasterEmacoS346) having minimum characteristic compressive strength including preparing the dismantled concrete surface by hacking the surface for better adhesion, treating the exposed steel reinforcement using approved chemicals, providing additional reinforcement, if any required, applying bond coat, providing form work, preparation of micro concrete, filling with self compacting micro concrete in layers, curing, etc., all complete as detailed below as per manufacturer specifications and as directed by the Engineer-in-Charge. Note:- 1) Cost of additional reinforcement, shear keys, form work and anticorrosive treatment will be paid for separately under relevant item.
2) Payment will be made for actual consumption of dry micro concrete.
1000
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Providing and inserting 12mm (± 2mm) dia Galvanized steel/ Aluminium injection nipple suitable to withstand high pressure grouting in honey comb area/weak/porous concrete including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing, making the hole dust free by blowing compressed air, sealing the sides of injection nipple with adhesive chemical of make MC Bauchemie (MC Fix-ST) or Bostik (Plug leak) or other approved make and allow it to cure, etc., all complete as directed by Engineer-In-Charge.
240
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Providing and injecting PU based injection grout of make MC Bauchemie (MC Inkjet 2700L) or other approved make in proportion as recommended by the manufacturer into cracks/honey-comb area of concrete by suitable two component injection gun/pump at required pressure including mixing of two component, injecting at specified pressure, cutting of nipples after curing, etc., all complete as directed by Engineer-In-Charge.
Note:-
i) The payment shall be made on the basis of actual weight of approved grout injected. ii) Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications.
iii) The treatment should be done by an agency specialized in the job having sufficient knowledge of grouting in concrete. iv) Cost of providing and fixing of injection nipples will be paid for separately under relevant item.
160
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Providing and laying Cementitious water proofing treatment system comprising of bond coat, top screed concrete including preparation of surface by chipping/dismantling the existing loose surfaces/ Sunshade / roof tiles with bed mortar, cleaning the surface by washing throughout, filling the cracks using approved crack fillers, injection/ grouting the cracks where ever required with cement slurry using suitable water proofing admixtures, applying bond coat, finishing the top with 40mm Average thick IPS flooring with water proofing admixtures, leak test, curing, etc., all complete as detailed below as per manufacturer specifications and as directed by the Engineer-in-Charge. Note:-
i) Cost of dismantling the existing tiles and bed concrete, grouting the cracks if any required will be paid separately under relevant item. ii) This treatment should be done by an agency specialized in the job having sufficient knowledge of waterproofing treatment, authorized trained applicator should be used and certificate should be submitted before commence the work. iii) Five years guarantee from the date of completion of maintenance period shall be given by the contractor in the prescribed format of the department for the workmanship and the materials provided. iv) 50% (Fifty percent) of security deposit will be retained as performance security for the guarantee period and the same will be released after successful completion of the guarantee period i.e., after five years to be reckoned from the date after the maintenance period prescribed in the contract.
2000
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Providing and laying highly flexible cementitious water proofing treatment system including preparation of surface by cleaning the surface by washing throughly by mechanical and manual means, making surface free from dirt/oil/other materials, removal of loose/ cracked mortar joints of weathering tiles, filling the cracks using approved crack fillers, filling/injection/ grouting the cracks/joints where ever required with polymer modified cement mortar using admixtures, losse tiles shall be fixed firmly, applying bond coat, Glass Fibre Mesh, applying second coat of two component highly flexible cementious water proofing coating, leak test, etc., all complete as detailed below as per manufacturer specifications and as directed by the Engineer-in-Charge. Note:-
i) Cost for grouting the cracks if any required will be paid for separately under relevant item. ii) The treatment should be done by an agency specialized in the job having sufficient knowledge of waterproofing treatment.
iii) This work shall be executed at inaccessible terrace at a height of upto 10m. Aluminium mobile tower scaffolding having double width platform with stairway as directed by EIC shall be provided by the contractor to access the working area during execution of work.
6200
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Providing weather proofing over roof slab with brick bat coba made in the proportion of 1:2 (one part of slaked lime and two parts of 25mm size broken brick jelly) over roof slab including grouting the roof slab with cement slurry mixed with water proofing chemical before laying brick bat concrete wherever required forming proper slopes for drainage, rammed and finished with gur and belgiri treatment, rounding the junction with parapet wall etc., complete all as per specifications.
200
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Supplying and laying of one course of Vitrified Cool Roof tiles over roof slab / sloped surface of terrace and skirting using tiles of size 300x300mm and 10mm (±5%) thickness of make SOMANY (or) JOHNSON (or) PAVIT or approved equivalent make and conforming to IS: 15622 (Group B1a (or) Group B1b) approved colour with SRI (Solar Reflectance Index) 78, Solar reflection 0.70 & initial remittance 0.75 laid on 20mm thick bed on Cement mortar 1:4 mixed with integral water proofing admixture including removal of dead mortar from roof slab, cleaning the surface, exposing floor & wall function along parapet and column if any, sealing the floor & wall junction with water proofing mortar, laying screed concrete in CC 1:2:4 to form slope and haunch portion along parapet, if any required including laying tiles with required slope as per manufacturer specification, grouting the joints with approved tile grout, etc., all complete as per manufacturer Specification and as directed by Engineer-in-Charge. (Note: - Cost of screed concrete in CC 1:2:4 will be paid for separately under relevant item.)
1380
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Chipping of unsound/weak reinforced cement concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type of approved make at all lifts including tapering of all edges, making square shoulders of cavities, cleaning the exposed concrete surface and reinforcement with wire brushes, disposal of debris within 2 Km lead, etc., all complete as directed by Engineer-In-Charge.
-
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25mm average thickness
1600
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50 mm average thickness
20
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Providing anti corrosive treatment to steel reinforcement by removing the rust from corroded reinforcement and applying anti-corrosive chemicals as details below including cleaning of reinforcement from rust to give it a total rust free steel surface by using alkaline chemical rust remover with paint brush, removing loose particles after 24 hours of its application with wire brush, thoroughly washing with water and allowing it to dry, applying anticorrosive coating, etc., all complete as per manufacturer specification and as directed by Engineer-In-Charge.
a) Rust removal: - Removing the loose rusted particle thoroughly from the corroded reinforcement by light tapping, wire brushing and using emery paper. Applying rust converter of make Dominator plus or Bostik (Bostokleen) or FAB Chemical (Mixcoat RP). b) Anticorrosive coating: - Application of anticorrosive coating (corrosion inhibitor) of make MC Bauchemie (Zentrifix KMH) or FAB Chemical (Mixcoat ZR) or Bostik (Bostik ZRP) or Ultratech (Bindcrete). Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications.
-
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Bars upto 12 mm diameter
100
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Bars above 12mm diameter
20
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Providing and fixing of 10mm dia shear connectors/ steel reinforcement in reinforced or plain cement concrete by drilling 12mm dia holes at 1mtr c/c or as specified with power driven drill machine to a minimum depth of 75mm and upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars/shear connectors including drilling holles, fixing the steel bars in position using epoxy resin anchor grout of approved make etc., all complete as directed by Engineer-in-chrage.
(Note: The cost of steel reinforcement will be paid for seperately under relevant item)
50
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Repairs to damaged RCC structural members at all locations and all lifts using SBR Polymer modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength (with ordinary portland cement , coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria) with specified average thickness including preparing the dismantled concrete specified average thickness including preparing the dismantled concrete surface by hacking the surface for better adhesion, treating the exposed steel reinforcement using approved chemicals, providing additional reinforcement , if any required, applying bond coat, filling/plastering with polymer modified concrete repairs mortar in layers using approved polymers,curing,cleaning of floor/windows throughly on compleetion of repair work etc., all complete as detailed below as per manufacturer specifications and as directed by the Enginner-in-charge.
Note: a) Cost of additional reinforcement ,shearkeys, formwork and anticorrosive treatment will be paid for separately under relevant items.
b) Bond coat: applying SBR based bond coat of make cera (cera bond EP) or FAB chemical (Mixbond SBR). Mixing ratio of chemicals, consuption and application shall be as per manufacurer specifications.
c) Application of Micro concrete: Building up with Micro concrete prepaked of make CERA - High strenth, free flow micro concrete for structural rehabilitation mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications.
-
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20mm average thickness
30
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40mm average thickness
10
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Repairs to internal/ external plastering over brick work/ concrete at all locations and all lifts using Polymer modified cement repair mortar including preparing the surface by hacking the surface for better adhesion, providing glass fibre mesh or chicken reinforcement, if any required, applying bond coat, filling/plastering with polymer modified repair mortar in layers using approved polymers, curing, cleaning of floor/windows thoroughly on completion of repair work etc., all complete as per specifications and as directed by the Engineer-in-Charge.
-
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12mm average thickness - plain plaster
480
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20mm average thickness - Plain plaster
1050
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19mm average thickness Rough cast plaster (7 mm thick rough cast in C.M 1.3 using 6 mm and below size granite chips over 12 mm thick base coat)
30
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Repairs to the wall and ceiling cracks by chipping and removing the damaged portion upto 20 to 30mm deep, 100 to 200mm wide and plastering with CM 1:3 including making grooves over cracks, grouting with cement slurry or approved crack filling compound, providing Glass fibre mesh, applying necessary approved quality bonding chemicals, finishing the surface, curing, white washing two coats, disposing the debris within 2Kms lead etc., all complete as per specification and as directed by the Engineer-in-charge.
100
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Repairing and rectifying the roof leakage around Rain water downtake pipe 110mm dia / water line pipes repair works including chipping the existing brick bad coba, preparation of surface, applying bonding agents, fixing fibre reinforcement mesh around pipes, filling PCC 1:2:4 and finishing top surface with CM 1:3 with to required slope and alignment including the cost of materials, T&P etc., all complete as directed by the Engineer-in-charge. (Note:- PCC 1:2:4 will be paid for separately under relevant items.)
150
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Painting all internal faces of walls / plastered surfaces with One coat of Interior Emulsion paint of make Asian (Tractor) / Berger (Bison) or other approved equivalent make of approved shade over a coat of interior wall primer of make Asian (Professional) / Berger (BP Primer) or other approved equivalent make including preparation of surfaces by scrapping the existing white wash / colour wash using scrapping machine with dust free vacuum collection system, cleaning the existing white wash/colour wash area, roughening the surface, washing the area thoroughly with lime and soda mix or other approved chemical using high pressure washer, preparing the surface dust free for applying the primer coat, applying approved make wall care putty to make surface smooth without porous by using putty knife and sand papers, the dust accumulated during scrapping shall be collected in appropriate dust bin collector / equipment and disposed with in an initial lead, etc., all complete as per specification and as directed by Engineer-in-charge. (Note: The sample shall be got approved by the EIC before making bulk order.)
50
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Providing Painting over all exposed surfaces at all heights over rough cast plaster / plain plaster with Two Coat of premium exterior emulsion paint of makeAsian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat) or other approved equivalent make of approved shade over a coat of exterior wall primer of make Asian / Berger or other approved equivalent make including preparation of surfaces by scrubbing / cleaning the fungus / stains, cleaning with water, filling the cracks with approved crack filler and including cost of all materials, labour, tools and plants, curing, scaffolding at all lifts, etc., all complete as per specifications and as directed by Engineer-In-Charge. Note:- 1)The samples should be got approved by the EIC before placing.
2) The contractor should give warranty for the finishes for a period not less than 5 years as specified in tender conditions from the date of completion of the work.
3) Guarantee bond for 5 years period in the approved format has to be submitted by the contractor.
4) 50% (Fifty percent) of security deposit will be retained as performance security for the guarantee period and the same will be released after successful completion of the guarantee period i.e., after five years to be reckoned from the date after the maintenance period prescribed in the contract.
-
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Painting over Plain Plaster at all lifts.
50000
-
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Painting over Roughcast Plaster at all lifts.
14100
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Providing Terracotta Painting over Honey comb wall / Roof tiles / facia tiles at all heights with one coat of Acrylic Emulsion paint of make Asian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat) or other approved equivalent make of approved shade and colour including cleaning, preparation of surfaces by scrubbing / cleaning the fungus / stains, cleaning with water, filling the cracks with approved crack filler, curing, scaffolding etc., all complete as per specifications. Note:- 1) The samples should be got approved by the EIC before placing.
2) The contractor should give warranty for the finishes for a period not less than 5 years as specified in tender conditions from the date of completion of the work.
3) Guarantee bond for 5 years period in the approved format has to be submitted by the contractor.
4) 50% (Fifty percent) of security deposit will be retained as performance security for the guarantee period and the same will be released after successful completion of the guarantee period i.e., after five years to be reckoned from the date after the maintenance period prescribed in the contract.
8000
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Providing and laying machine made 20mm thick burnt clay flat terrace tiles of size 230x230mm conforming to IS 2690 ( Part - I) of make Nuvocotto or other equivalent make, colour and pattern over roof at all elevations jointed with cement mortar 1:4 (1 Cement : 4 Coarse sand) mixed with 2% of integral water proofing laid over a bed of 20mm thick cement motar 1:4 (1 Cement : 4 Coarse sand) and finished neat complete.
5000
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Flush pointing on roof tiles by removing the damaged pointing over existing roof tiles, cleaning, removing any growth of vegetation, washing thoroughly, pointing the joints with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement including filling the gap with polymer modified mortars or other approved water proofing chemicals etc., all completed as per specification and as directed by Engineer.
2000
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Painting all types of metal surface with One coat of PU finish paint of make MRF (Metal coat) or other approved make over one coat of epoxy zinc phosphate primer of make MRF (Metal coat) or other approved make and using thinner 1110 Ep for epoxy primer and thinner for finish for metal coat paint including preparation of surfaces, applying primer coat, applying metal paste wherever required, making surface smooth by sanding, applying one coat of PU finish paint, scaffolding etc., all complete at all lifts as per manufacturer instructions and specifications and as directed by Engineer-In-Charge.
500
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Providing and applying SBR based bond coat of make MC Bauchemie (Naufufill-SBR) or FOSROC (Nitobond SBR) or FAB Chemical (Mixbond SBR) or Bostik (Boscocem 475) or other approved make including preparation of surfaces by scrubbing / cleaning the fungus / stains, cleaning with water, filling the cracks with approved crack filler and including cost of all materials, labour, tools and plants, curing, scaffolding at all lifts, etc., all complete as per specifications and as directed by Engineer-In-Charge. (Note: Mixing ratio of chemicals, consumption and application shall be as per manufacturer specifications.)
100
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Painting the existing doors, windows, pipe line, rolling shutter and grills with one coat of Synthetic Enamel paint of Asian or other approved make and colour, shade at all lifts etc., including cost of all materials, scaffolding, labour, preparing the surfaces for receiving the paint by scraping, rubbing etc., as per specification.
30
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Replacing the damaged CI soil waste pipe by supplying, laying and fixing of PVC pipe lines laid, embedded under floor slab and fixed to walls wherever required using SWR uPVC pipes - Type B (suitable for soil and waste discharge system having wall thickness of minimum 3.2 to maximum 3.8mm) conforming to IS:13592 - latest edition with ISI mark of approved make and PVC pasting type or Ring type specials such as door bends, door tees and cowls etc. heavy quality for soil waste or vent or antisyphonage PVC pipe including removing the damaged CI pipe, chipping/removing the embedded pipe if any, fixing the new PVC pipe with suitable clamps over Teak Wood packing pieces, restoring the same to its original condition, disposal of debris within a initial lead, stacking of retrieved CI pipes at GSO stores etc., all complete as per specification and by the Engineer-in-charge.
-
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90mm OD SWR-uPVC pipes and specials (Type B)
60
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110mm OD SWR-uPVC pipes and specials (Type B)
60
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-
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Replacing the damaged CI soil rain water pipe by supplying, laying and fixing of best quality SWR uPVC pipes - Type A (suitable for ventilation work and rain water applications) conforming to IS: 13592 - latest edition with ISI mark including moulded fittings/specials such as bends, shoes, etc., jointing with seal ring conforming to IS - 5382 leaving 10mm gap for thermal expansion, fixing to the wall with adequate no. of PVC clips for rain water down take pipes etc., all complete as per specifications and as directed by the Engineer in charge.
40
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Replacing the existing wornout GI pipe with new Chlorinated Polyvinyl Chloride (CPVC) pipes (Class-I) of SDR-11 of approved make conforming to IS 15778 having thermal stability for hot and cold water supply including providing CPVC plain and brass threaded fittings, fixing the pipe with concealed clamps at 1 m spacing, jointing of pipes and fittings with 1 step CPVC solvent cement, cost of making necessary opening / chasing of the wall, flooring, etc., fixing with GI clamps over Teak wood plugs, Teak wood packing pieces and screws wherever required and restoring same to its original condition, including cost of the cement required for the work retrieved wornout fittings to GSO Civil maintenance stores etc., complete all as directed by the Engineer-in-charge.
-
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20mm dia. Nominal size (concealed on wall)
220
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25mm dia Nominal size (Exposed on wall)
120
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40mm dia Nominal size (Exposed on wall)
30
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Refixing of existing dislocated SWR uPVC/soil pipe from its original position including cutting and fixing new PVC pasting type specials such as door bends, door tees and cowls, bend, tees etc., to existing uPVC pipe if necessary and fixing with new specials if required, providing new GI support clamps, suitable size U shape pipe clamps with necessary bolt nets at one metre intervals etc., all complete as directed by the Engineer-in-charge . (Note: Cost of new GI support clamps will be paid for separately under relevant items.)
750
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Refixing the following sizes of existing dislocated CPVC/GI pipe from its original position including threading the existing GI pipe if necessary and fixing with new specials if required, providing new GI support clamps, suitable size U shape pipe clamps with necessary bolt nets at one metre intervals etc., all complete as directed by the Engineer-in-charge . (Note: Cost of new GI support clamps will be paid for separately under relevant items.)
-
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Upto 40mm dia. CPVC/GI pipe
830
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Supplying and fixing in position of GI support clamp for existing dislocated CPVC/GI water/waste pipe line from its original position including anchor bolt necessary bolt nets at one metre intervals etc., all complete as directed by the Engineer-in-charge.
-
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150mm long
360
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300mm long
200
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450mm long
200
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Providing and fixing 110mm size of Upvc roof corner rainwater gratings of premium quality approved make over the rain water pipes including fixing in CM 1:3 as per specifications.
130
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-
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Numbering the houses by writing letters/ numbers/ symbols with enamel (Marker) paint of approved colour on the face of the wall/ Display Boards using templates and stencil cutting, including base painting, cost of materials, labours, scaffolding, applying wall care putty wherever required to making surface smooth, etc., all complete as per specification and as directed by the EIC.
-
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200mm size letters/Numbers of approved font over base area upto 0.50 sq.m for name plates - maximum Nine letters in each
88
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200mm size letters/Numbers of approved font over base area upto 0.55 sq.m for name plates - maximum Ten digit letters in each.
72
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100mm size letters of approved font over base area upto 0.15 sq.m for house letters - maximum Two digit letters in each.
160
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Providing and laying 60mm thick factory made chamfered edge prefabricated cement concrete interlocking Solid / perforated paver block of M-30 grade made by table vibratory method using PU moulded with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over 50mm thick compacted bed of coarse sand including cost of sand filling, levelling with required slope, ramming the surface, watering, consolidation using vibratory earth rammers, filling the joints with sand, cleaning, etc., all complete as per specification and as directed by the Engineer-incharge.
50
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Providing and laying factory made precast Kerb stone of M-20 grade cement concrete of size 100mm thick & 500mm ± 50mm depth with suitable interlocking arrangement, top chamfering of size 50x70 mm or as approved size including excavation, conveying, laying the precast kerb blocks in position to the required line, level and curvature, making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), jointing / pointing the joints with cement mortar 1:3, refilling the sides, compacting, making drainage opening wherever required, etc., all complete as per specification and as directed. (Note: Length of finished Kerb edging shall be measured for payment and Precast kerb stone shall be approved by Engineer-in-charge.)
20
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Supplying and fixing of wall mounting Letter box made from metal with powder coated finish of size not less than 320mm (H) x 280mm (W) x 80mm (D) of make Plantex or other approved make of approved colour including fixing printed stickers of flat numbers, locking facilities, fixing in wall/steel grill gate etc., all complete as directed by Engineer-In-Charge.
136
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Supply and fixing of stainless steel Mesh framing with aluminium flat of size 25 x 3mm bothside, stainless steel bolts for mounting of Exhaust Fan & Louvre as per the detailed specification and as directed by Engineer-in-charge.
120
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Providing and laying factory made FRP (Fiber Glass Reinforced) over head tank manhole covers with frame of 600x600mm (500Kg class) opening size of make HP Adhesives tank covers or other approved equivalent make and size, design, shape, laid in required colour and pattern over water tank etc., all complete as per specification and as directed by the Engineer-in-charge.
136
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Supplying and fixing of 4mm thick Acrylic Number plates of 75x50mm (Eliptical shape) size of approved colour, font and pattern including fixing over door / wall as directed by Engineer-in-charge.
136
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Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directed by the Engineer-in-Charge.
Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements.
2) The earth shall be dumped well inside the dumping yard and not over approach pathway road.
-
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Exceeding 1 Km but not exceeding 2 Kms
950
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Dismantling Plain cement concrete/Brick bat coba at all lifts including clearing and depositing the same with a distance of 100 metres as directed by Engineer-in-charge.
500
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Dismantling of Tile work in floors and roofs laid in CM from 25mm to 40mm thick including removal of tiles, stacking as directed, disposal of debris within a initial lead of 50m, etc., all complete.
6200
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Dismantling Brick work in cement mortar at all lifts including clearing and depositing the debris within a distance of 100 metres all as directed by Engineer-in-charge.
140
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Dismantling of old plastering / skirting including raking out the joints, cleaning the surface for plastering, disposal of debris within a initial lead of 50m, etc., all complete.
3000
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