Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Excavation
Agriculture or Forestry Works
Eprocure
Opening Date9 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 97,98,50,000
Costs
EMD
₹ 1,95,97,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Transformative Restoration And Enrichment Works Of Chaurasi Kutiya Swargashram
Description
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Contact
Tender Id
2024_pwd_78599_1Tender No
8897/1C-9/2024, Dated 29-11-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
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Cleaning with Chemicals
Cleaning any surface/any element, and removing dirt, dust, bird droppings, grease, oil, algae, fungus, monkey beats, vegetable growth, etc. or similar, up to the satisfaction of the engineer in charge including washing the surface with a chemical cleaning agent (if required) as approved by Engineer-in-charge, of approved make and manufacturer, filling chemical in gaps of structure (where vegetable roots to be removed) to stop the vegetable growth again, cleaning with a machine operated water jet or other any means, without causing any damage to the surface/ element/ surrounding and finally washing the surface with clean water with the help of pressure jet machine or any other means, complete in all respect, including taking all precautions to safeguard any elements of structure, etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge. Item shall be executed only after prior approval of the Engineer incharge regarding where it shall be required to execute for all floor, all levels, all depth etc. complete.
2) Independent Existing vertical element cleaning works i.e. compound wall/toe wall etc, the Elevation area of the element shall be measured for the payment. contractor shall get approval of area of cleaning for payment from the engineer in charge before executing the work.
1637
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Cleaning with Chemicals
Cleaning any surface/any element, and removing dirt, dust, bird droppings, grease, oil, algae, fungus, monkey beats, vegetable growth, etc. or similar, up to the satisfaction of the engineer in charge including washing the surface with a chemical cleaning agent (if required) as approved by Engineer-in-charge, of approved make and manufacturer, filling chemical in gaps of structure (where vegetable roots to be removed) to stop the vegetable growth again, cleaning with a machine operated water jet or other any means, without causing any damage to the surface/ element/ surrounding and finally washing the surface with clean water with the help of pressure jet machine or any other means, complete in all respect, including taking all precautions to safeguard any elements of structure, etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge. Item shall be executed only after prior approval of the Engineer incharge regarding where it shall be required to execute for all floor, all levels, all depth etc. complete.
Excavation for all kinds of soil Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of bottom, and disposal of surplus excavated earth for all lead within site area/ plot boundary and lift upto 1.5 mt depth including dewatering and working in or under water and/or liquid mud, including pumping out water/ slush as required etc complete as directed by engineer-in-charge. in case of excavation for making base for road work, pavement works walkway, etc, proper slop and camber by any means shall be maintain and dressing of the sides shall be made as per requirement and as directed by engineer-in-charge.
16222
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Extra for every additional lift of 1.5 m or part thereof in excavation for all kind of soil
1585
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Excavation for any type of rock Earthwork in excavation for any type of rock (without blasting) by any means including getting out the excavated rock, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of excavated rock for all lead within the site area/ plot boundary and lift upto 1.5 mt depth, dewatering (if required), etc complete as directed by engineer-in-charge. Serviceable and un-serviceable material shall be decided by the Engineer in charge.
Serviceable material shall be stacked at any location for all lead and lift as directed by the Engineer in charge.
6953
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Extra for every additional lift of 1.5 m or part thereof in excavation for rock.
680
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Filling available excavated earth (excluding rock) Filling available excavated earth (excluding rock) in trenches, plinths, sides of foundations, plot filling, etc. in layers not exceeding 20cm in depth, with optimum moisture content to give at least 95% of the maximum dry density (proctor density) including watering, ramming, and compacting by any means for compaction, including transportation, loading, unloading, screening, passes, etc. all complete for all lead (from anywhere from site/ plot area) and lift and as directed by the Engineer-in-charge
7383
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Filling of good earth/ murrum
Excavating, supplying, and filling of good earth/ murrum brought from outside (including royalty) by any means; in trenches, plinths, sides of foundations, plot filling, making embankment work etc. in layers not exceeding 20cm in depth, with optimum moisture content to give at least 95% of the maximum dry density (proctor density) including watering, ramming and compacting using any means.The rate includes material, royalty charges for material, transportation to the site for all lead and lifts, loading, unloading, screening, passes, laying in max. 200 mm layers, rolling, ramming and compacting using any means for compaction, watering, & compacting the same as per the specifications and drawings, and all complete for all lead and all lift and as directed by the Engineer-in-charge. Method statements shall be prepared and submitted to the Engineer-in-charge for confirmation before starting execution work. Payable Measurement-quantity for executing this item shall be approved by the Engineer-in-charge before mass execution. Compacted volume of soil filling shall be measured for payment without considering any wastage.
100
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Filling of sand
Providing and filling in plinth, underfloor, sunk, subbase of any elements or other location as per drawing with river sand/ manufactured sand, etc including, watering, ramming consolidating, and dressing complete for all lead and all lift and as directed by the Engineer-in-charge.
1492
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Carriage of excavated earth/ gravel by mechanical transport including loading, transporting, unloading, stacking & levelling at the non-objectional location for a lead of 5.0 Km beyond the initial lead and all lifts, etc complete and as per direction of Engineer-in-Charge. Item shall be executed after prior approval of the Engineer in charge.
8840
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Carriage of excavated earth/ gravel by mechanical transport including loading, transporting, unloading, stacking & levelling at non-objectional places for lead beyond 5.0 Km per Km and all lifts, etc complete and as per direction of Engineer-in-Charge. The item shall be executed after prior approval of the Engineer in charge.
8840
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Disposal of excavated any type of rock by mechanical transport including loading, transporting, and unloading at a non-objectional place for all lead and all lifts, etc complete and as per direction of the Engineer-in-charge. The item shall be executed after prior approval of the Engineer in charge.
6953
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Boring (empty boring) holes for 300 mm diameter of any type of piles in any kind of soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil for all lead and lift within plot boundary/ site area as directed by Engineer in charge. Concrete and reinforcement shall be paid in relevant tender items. The theoretical depth of the pile shall be measured from drawing in a running meter.
110
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Providing and injecting Chemical emulsion for anti-termite treatment and creating a chemical barrier on the top surface of plinth filling, junction of wall and floor, on top of damp proof course or on masonry at level of plinth filling as per IS 6313 (Part-2)-2013 using chemical like Imidacloprid 30.5% SC (CIB approved, BIS & CBRI certified) and proportion of dilution with water shall be as per manufacturer's specification. The emulsion shall be applied as mentioned below, all as per the specifications and directions of the Engineer-in-charge. A guarantee bond of 10 years shall be furnished in the prescribed proforma. The rate shall be inclusive of material required for Anti Termite Treatment and labour and equipment's required for applying in any condition all etc. complete as directed by the engineer in charge. The stage of treatment may vary as per site condition and approved by the Engineer in charge before execution. Step of treatment shall be also suitable as per site condition for pre-construction/Post-construction/rennovation-repair-restoration-conservation works of existing structure treatment.
a) Treatment to soil below any type of foundation - Before laying the base concrete, the compact and levelled soil shall be treated at 5 litres per sqm. b) Treatment to the soil along the retaining wall/ peripheral wall below ground level shall be treated at the rate of 7.5 litres per sqm of the vertical surface in full depth.
c) Treatment of soil along the external perimeter of the building - After the building is complete, the earth along the external perimeter of the building shall be rodded at intervals of 150 mm and to a depth of 300 mm. The rods should be moved backward and forward, parallel to the wall to break up the earth and emulsion poured along the wall at the rate of 7.5 liters per square meter of vertical surfaces.
7965
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d) Top surface of the plinth filling including damp proof courses or on masonry at level of plinth filling at the rate of 5 liter/ sqm of internal plinth area (As per IS:6313 Part II-2013). e) Treatment of soil surrounding pipes, wastes, and conduits - When pipes, wastes, and conduits enter the soil inside the area of the foundation, soil surrounding the point of entry shall be loosened around each of such pipe, waste or conduits for a distance of 150mm and up to a depth of 75 mm before the treatment is commenced. When they enter the soil external to the foundation, they shall be similarly treatment for a distance of 300 mm, unless they stand clear of the walls of the building are about 75 mm.
f) 1 liter / linear meter along the junction of wall and floor at all stages g) In the case of Existing structures, Treatment for Walls, ceilings, and woodwork by spraying the chemical solution on the surface of timberwork for termite control in the required proportion as per manufacturer specification and as directed by the Engineer in charge. h) In the case of the existing building, the inside flooring area shall be treated by drilling hole @ 300mm c/c up to 300mm depth and emulsion poured @ 1.0 Lit per hole. The existing frame of the door shall be treated by making the hole and pouring emulsion @ 1.0 Lit per hole. h) as per site condition, any step required to execute treatment as directed by the engineer in charge shall be included in this item without any payment. The footprint area of the Ground Floor of the building shall be considered for payment in sqm.
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PLAIN & REINFORCEMENT CEMENT CONCRETE WORK
Note - 1) All types of shuttering shall be designed by the contractor and submitted to the Engineer in charge along with design calculations (if required) and approved by the Engineer in charge. However, the Stability and compatibility of shuttering shall be the responsibility of the contractor. Shuttering shall be executed as per the approved shop drawing. No extra payment shall be made for the above. 2) Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution in underwater conditions. The contractor shall not claim for dewatering if required.
3) Rate shall be inclusive of providing grooves, drip moulds, pockets, cut-outs, etc., and co-ordination of insert sleeves, insert plate (cost of insert sleeves/ plate shall be paid separately), encasing if any wherever required while casting for all level all height.
4) Shuttering shall be compatible with Micro concrete works, wherever required.
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Concrete (PCC) of grade - M15
Providing and laying in position machine batched, machine mixed plain cement concrete (PCC) of grade - M15 including compaction, vibration, curing, transporting, finishing, and pumping wherever necessary, dewatering (if required), etc. complete for all level, all height/ depth and for all lead and lift and as directed by the Engineer. Formwork shall be paid in relevant items.
3492
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Cast In Situ Concrete
Providing and laying in the position specified grade for reinforced cement concrete work, using cement content as per IS 456 (Min cementitious level as per latest IS 456 shall be maintained) and of admixtures in recommended proportions as per IS: 9103 to accelerate, retard the setting of concrete, improve workability without impairing strength and durability; including finishing, compacting, vibrating, curing, dewatering (if required), pumping from mixer to site of laying, etc, excluding the cost of formwork and reinforcement, etc complete for all elements, all floors, all level, any heights/ depths, any lead and lift as directed by Engineer Incharge.
Concrete of M 30 grade
2137
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Reinforcement for R.C.C.
Providing and fabricating Reinforcement for R.C.C. work (in repair work of existing/New works) including decoiling, straightening, cranking, cutting, bending, placing in position, and binding (with GI wire) or/and welding all complete for all leads and lifts, all levels, all floors, all heights/depths, etc complete as per drawing/design and as directed by the Engineer in charge.
No separate payment shall be made for chairs, pins, lifting hooks, spacers, wastage, rolling margin, and soft drawn annealed binding wire of diameter not less than 1.5 mm, concrete or/and PVC cover blocks as per requirements, and all such other hardwares necessary to execute reinforcement work.
Thermo-Mechanically Treated bars CRS (Fe 550 D)
39121
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Reinforcement for R.C.C.
Providing and fabricating Reinforcement for R.C.C. work (in repair work of existing/New works) including decoiling, straightening, cranking, cutting, bending, placing in position, and binding (with GI wire) or/and welding all complete for all leads and lifts, all levels, all floors, all heights/depths, etc complete as per drawing/design and as directed by the Engineer in charge.
No separate payment shall be made for chairs, pins, lifting hooks, spacers, wastage, rolling margin, and soft drawn annealed binding wire of diameter not less than 1.5 mm, concrete or/and PVC cover blocks as per requirements, and all such other hardwares necessary to execute reinforcement work.
Mild Steel reinforcement bars Fe 250 - confirming to IS:432 with minimum yield strength of 250 N/mm2
181965
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Formwork using any type of suitable material and/ or proprietary system
Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage.
No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings
Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work.
The measurements shall be taken separately for the following item. a) Form work for Foundations, footings, bases of columns, sides of the raft, base PCC, etc.
4314
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Formwork using any type of suitable material and/ or proprietary system
Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage.
No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings
Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work.
The measurements shall be taken separately for the following item. b) Formwork for Columns, Posts, and Struts etc.
400
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Formwork using any type of suitable material and/ or proprietary system
Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage.
No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings
Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work.
The measurements shall be taken separately for the following item. c) Formwork for Wall
RCC walls of any thickness including attached pilasters, buttresses, plinth, and string courses, etc including the cost of tie bolt and heavy duty PVC pipe sleeve (above plinth), left in concrete spring coil and plastic cone assembly/ water barrier tie rod assembly (below plinth, water retaining structures) and removing the PVC cone, spring, sleeve, etc and grouting the same with non-shrink grout/ ready mix patch repair mortar for concrete complete as per the direction of Engineer-in-charge. Length and diameter of tie rod assembly shall be as per thickness and height of wall. The contractor shall get prior approval of tie rod assembly and water barrier.
(Horizontal/ vertical lines shall be matched for each shuttering panel).
290
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Formwork using any type of suitable material and/ or proprietary system
Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage.
No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings
Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work.
The measurements shall be taken separately for the following item. d) Formwork for Slabs, Suspended floors, roofs, landings, balconies, and access platforms etc.
4781
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Formwork using any type of suitable material and/ or proprietary system
Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage.
No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings
Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work.
The measurements shall be taken separately for the following item. e) Formwork for beams, Lintels, girders etc.
1354
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Formwork using any type of suitable material and/ or proprietary system
Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage.
No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings
Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work.
The measurements shall be taken separately for the following item. f) Formwork for Stairs (excluding landings)
14
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Formwork using any type of suitable material and/ or proprietary system
Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.50 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage.
No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings
Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work.
The measurements shall be taken separately for the following item. g) Formwork for Arches, domes, vaults, or any special shapes in horizontal/vertical plan
176
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Exposed concrete formwork - textured/ Devdar finish
Extra for Providing and fixing formwork for exposed concrete surfaces (textured/ Deodar finish) with any pattern (vertical or horizontal surface of any shape) to achieve the desired finish for any elements in the desired pattern and size as per drawing and specifications using any type of formwork material/ suitable proprietary system formwork (material/ system shall be approved by engineer in charge before procurement) and system to achieve desired finish as per approved sample for any type of concrete elements including neat cleaning, the exposed concrete surface, as directed by the engineer-in-charge. The rate shall be applicable for all levels, all places, and all shapes and shall include all necessary required necessary specialized centering/ shuttering materials. The contractor shall submit a shuttering pattern/ shop drawing including tie-rod hole position, architectural groove, cutout based on architectural design. Item shall be executed only after the shuttering pattern is approved by the Architect and engineer in charge. The same kind of shuttering material should be only used for standard and residual sizes. These areas shall be entirely free from honeycombing, stains, fins, lipping, nail or screw marks, raised grain marks, air holes, or any other imperfections; bulging, offsets, misalignment of the concrete and also having even shade, texture, level throughout. At construction joints, the forms should be tightly fixed and securely anchored close to the joint for seamless construction. Mock-up for all exposed work to be prepared by the contractor and approved by architects before mass execution works. Architect reserves the right to reject part or all work of substandard or not in confirmation to sample approved as per mock up. The contractor shall get prior approval for the reuse of the shuttering material for repetition from the Engineer in charge. Rates shall also include the cost of providing architectural grooves of required size, and pattern on concrete surface, cut-out of any size in concrete elements as per drawing, etc in formwork.
288
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Additional height in Formwork
Extra for additional height in centring, shuttering wherever required with adequate bracing, propping, etc., including the cost of intermediate staging (if required), de-shuttering and decentring, etc at all levels, over a height of 4.5 m, for every additional height of 1.5 meter or part thereof (Plan area to be measured).
561
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PU sealant
Providing and filling the expansion joints, with exterior grade one component PU sealant with application of primer including scraping/ removing the expansion filler materials from joints, cleaning, repairing of the edges with epoxy mortar of approved colour and make, placing of backup material (polyethylene backer rod), fixing of abro masking tapes on the edges to prevent the adjoining surface, at all levels/ all floors/ all height etc. complete as directed by Engineer-in-charge. The PU sealant shall have a minimum tensile strength of 1.5 N/mm2, minimum 600 elongations at the break, 75% elastic recovery (after 28 days), tear propagation resistance of 8 N/mm, and resistance to water, diluted alkalis, cement grout, water dispersed detergents, etc. The contractor shall furnish a performance guarantee of 10 years against leakage, and debonding from the edges.
Size of expansion joint up to 50mm x 25 mm
151
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Wet drilling
Providing accurate and clean holes by wet drilling of specified diameter in RCC walls, slabs, beams, or any other RCC member without vibration by core cutting (diamond drilling) machine of approved make for laying service lines including scaffolding, safety majors, disposing of the debris, cleaning, making good, providing epoxy mortar/ micro concrete/ patch repair mortar/Nonshrink grout for concrete for grouting the gaps around the pipes for all levels/ all height, after approval of engineer in charge. Measurement shall be taken for the depth of holes in the running meter for a specified diameter. Holes shall made by an authorized approved agency. Scanning of reinforcement/MEP services shall be carried out before core cutting if required and as suggested by the Engineer in charge. The location of core cutting shall be approved by the Engineer-in-charge.
Core cutting - up to 102 mm dia.
55
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Wet drilling
Providing accurate and clean holes by wet drilling of specified diameter in RCC walls, slabs, beams, or any other RCC member without vibration by core cutting (diamond drilling) machine of approved make for laying service lines including scaffolding, safety majors, disposing of the debris, cleaning, making good, providing epoxy mortar/ micro concrete/ patch repair mortar/Nonshrink grout for concrete for grouting the gaps around the pipes for all levels/ all height, after approval of engineer in charge. Measurement shall be taken for the depth of holes in the running meter for a specified diameter. Holes shall made by an authorized approved agency. Scanning of reinforcement/MEP services shall be carried out before core cutting if required and as suggested by the Engineer in charge. The location of core cutting shall be approved by the Engineer-in-charge.
Core cutting - Beyond 102 mm dia. up to 202 mm dia.
38
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PVC pipe sleeves
Providing in position rigid PVC pipe sleeves of 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam before concreting for all floors/ all levels/ all heights.. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while laying reinforcement and shuttering, sleeves shall not get displaced while concreting, and burrs removed before laying. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. The rate shall be inclusive of the removal of sleeves before waterproofing or grouting. For all floors/ all levels/ all heights. The location of the sleeve shall be approved by the Engineer-in-charge.
PVC sleeve - beyond 110 mm Diameter up to 200 mm Diameter
38
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PVC pipe sleeves
Providing in position rigid PVC pipe sleeves of 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam before concreting for all floors/ all levels/ all heights.. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while laying reinforcement and shuttering, sleeves shall not get displaced while concreting, and burrs removed before laying. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. The rate shall be inclusive of the removal of sleeves before waterproofing or grouting. For all floors/ all levels/ all heights. The location of the sleeve shall be approved by the Engineer-in-charge.
PVC sleeve - up to 110 mm Diameter
38
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Chemical Anchoring
Providing and fixing Chemical Anchor Fastener System, of approved make and required capacity as per manufacturer's specifications for connections in any surface any element (masonry/concrete, etc.) as per design and drawings and as directed by Engineer-in-Charge including the cost of drilling hole to the required depth by rotary hammer drill, cleaning it with brush and jet of clean air, threaded Rod-bolts, labour, and all materials including epoxy cartridges/resin and hardener and insertion of chemical from the cartridge with plastic nozzles/other arrangement suggested by the manufacturer, placing internally threaded sleeve, driving of bolts, hot dip galvanized/epoxy coated washers, fastening screw and tighten with nuts and check nuts, fixing the anchor, etc. as may be required to be provided including necessary scaffolding with a working platform for all levels and heights. The installation and the setting instructions shall be strictly followed as per the manufacturers' specifications. The product should be approved by ETA with Shock approval, Seismic approval, Fatigue and Fire Approvals in anchors to use in cracked/un-cracked concrete. The chemical should have an ETA approval for 100 years age testing. Anchoring is to be designed as per guidelines of respective standards.
a) With anchor 12 mm diameter or less
45
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Chemical Anchoring
Providing and fixing Chemical Anchor Fastener System, of approved make and required capacity as per manufacturer's specifications for connections in any surface any element (masonry/concrete, etc.) as per design and drawings and as directed by Engineer-in-Charge including the cost of drilling hole to the required depth by rotary hammer drill, cleaning it with brush and jet of clean air, threaded Rod-bolts, labour, and all materials including epoxy cartridges/resin and hardener and insertion of chemical from the cartridge with plastic nozzles/other arrangement suggested by the manufacturer, placing internally threaded sleeve, driving of bolts, hot dip galvanized/epoxy coated washers, fastening screw and tighten with nuts and check nuts, fixing the anchor, etc. as may be required to be provided including necessary scaffolding with a working platform for all levels and heights. The installation and the setting instructions shall be strictly followed as per the manufacturers' specifications. The product should be approved by ETA with Shock approval, Seismic approval, Fatigue and Fire Approvals in anchors to use in cracked/un-cracked concrete. The chemical should have an ETA approval for 100 years age testing. Anchoring is to be designed as per guidelines of respective standards.
b) With anchor more than 12 mm diameter but not exceeding 25 mm diameter
35
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Drilling for reinforcement and Epoxy Grouting
Providing and fixing epoxy grouting material for providing and introducing reinforcement /rebar for repairing/retrofitting of all structural elements of approved make for below-specified Dia including drilling holes in any element to the required depth by rotary hammer drill/ power drilling holes, cleaning with brush and jet of clean air, fixing the reinforcement in position using epoxy material as per approved make. The installation and the setting instructions shall be strictly followed as per the manufacturers' specifications and as instructed by the Engineer in charge. The Rate shall include the cost of labor, tools, and plants for power drilling in concrete, epoxy cartridges, plastic nozzle, etc including providing shear lugs cleaning the drilled holes of loose dust by blowing air at all levels and all heights including necessary scaffolding with the working platform. Reinforcements shall be paid in relevant tender items. (Pull-out testing up to 1% of total rebar is to be produced by the manufacturer as instructed by the Engineer in charge) a) Bars of 12 mm diameter or less
3875
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Drilling for reinforcement and Epoxy Grouting
Providing and fixing epoxy grouting material for providing and introducing reinforcement /rebar for repairing/retrofitting of all structural elements of approved make for below-specified Dia including drilling holes in any element to the required depth by rotary hammer drill/ power drilling holes, cleaning with brush and jet of clean air, fixing the reinforcement in position using epoxy material as per approved make. The installation and the setting instructions shall be strictly followed as per the manufacturers' specifications and as instructed by the Engineer in charge. The Rate shall include the cost of labor, tools, and plants for power drilling in concrete, epoxy cartridges, plastic nozzle, etc including providing shear lugs cleaning the drilled holes of loose dust by blowing air at all levels and all heights including necessary scaffolding with the working platform. Reinforcements shall be paid in relevant tender items. (Pull-out testing up to 1% of total rebar is to be produced by the manufacturer as instructed by the Engineer in charge) b) Bars of diameter more than 12 mm but not exceeding 25 mm diameter
1850
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WATERPROOFING WORK
Note:-
1) All the waterproofing treatment/ work shall be executed through an approved water-proofing agency of an approved manufacturer. The contractor shall submit a technical data sheet of each product, which will be used for execution. 2) The contractor shall submit a methodology statement with all details in illustrative sketch form and get approved by the Engineer-in-charge. 3) A written guarantee bond on non-judicial stamp paper (tri-party) shall be submitted by the main Contractor and provided by the principal manufacturer and applicator, who has carried out the work. The guarantee bond shall be for a period of ten years from the certified date of completion of overall work. The guarantee shall be for a composite warranty against leakages/seepage/dampness and for the satisfactory performance of the entire waterproofing system. 4) Waterproofing shall be executed under the supervision of the technical team of the manufacturer. Waterproofing shall be tested and approved by the Engineer-in-charge before proceeding with subsequent activities. 5) The Contractor shall repair the concrete element by injection grouting of suitable non-shrink grout and other suitable methods in case of defective concreting of retaining walls, water tanks, slabs, beams, etc., for which nothing extra shall be payable.
6) Rate shall be inclusive of surface preparation, repairing, injection grouting, saw cutting of construction joints and filling with patch repair mortar, making polymer mortar /Polymer CC fillets at horizontal as well as vertical corners, etc complete. The rate shall be inclusive of testing of elements and system before and after waterproofing application.
7) Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution in under water conditions. 8) The latest technical system/ product shall be adopted at the time of execution.
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Waterproofing below plinth Providing and applying two component coal tar and polyurathne polymer based waterproof coating, of approved make on exterior surface of wall below plinth of building including surface preparation, cleaning, application of suitable primer etc. complete as per manufacturer's specification and as directed by Engineer in charge. application area shall be measured for payment.
6994
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Providing and laying impermeable LDPE sheet of 600 micron thick below floor sub layer as moisture barrier with minimum overlapping of 150mm as per drawing and as directed by Engineer-in-charge.
7978
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Providing and laying impermeable heavy duty HDPE sheet of 600 micron thick, minimum 300 N puncture resistance, minimum 100 N Tear resistance, below floor sub layer for lily pond/ waterbody as moisture barrier with minimum overlapping of 150mm as per drawing and as directed by Engineer-in-charge.
60
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Integral crystalline admixture - RCC structures
Providing and mixing integral crystalline admixture for waterproofing treatment to RCC structures like basement rafts, retaining walls, sewage & water treatment plant, tunnels/ subway, etc. at the time of transporting of concrete into the drum of the ready-mix truck/ at RMC plant as per direction of Engineer in charge, using integral crystalline admixture @ 0.80% (minimum to the weight of cement content per cubic meter of concrete) or maximum 2.4 Kg/Cum or as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge.
158
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Swellable type water stop bar
Providing and applying of controlled swellable type water stop bar, of approximate size 20mm x 10mm, non-bentonite type (expansive nature) of approved make for construction joints treatment of RCC structure, such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc. For provision of swellable bar, contractor shall provide shear key in wall and raft. After cleaning the shear key, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint as per manufacturer specification. Over the primed surface swellable type water stop bar shall be placed. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage.
Size of swellable bar shall be as per manufacturer’s recommendation and as per approved system by Engineer-in-charge.
128
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M25 (1:1:2) Grade Waterproof concrete screed for levelling
Supplying and laying M25 grade vibrated concrete screed in proper slope and gradient including saw cutting (approx. 6mm W x 30mm D) at 3m x 4m panels or less size, making angle fillet of 50mm x 50mm at the corners using M25 grade concrete added with polypropelyn fibre or similar as directed by Engineer-in-charge and filling the groove with PU sealant (minimum 20 mm depth over PE backer rod). If Screed concrete shall be laid over on existing concrete surface, a bonding agent shall be applied before laying of concrete. Cost includes all material, labour, T&P, and wastage involved as mentioned in the item. Reinforcement if required shall be paid in relevant agreement items.
539
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China Mosaic flooring
Providing & laying China mosaic flooring for plain and curved surfaces, comprising of 20 to 25 mm size broken white/ colour pieces of ceramic/glazed tiles laid over 12 to 15mm thick cement mortar 1:6 (1 cement: 4 coarse sand) bedding including applying cement slurry at the rate of 2.75 kg per sqm on plain or sloped surfaces with joints not exceeding 5 mm, including filling the gaps with white cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross-section size ranging from 10 to 40 micron & length up to 6mm, mixing fibre @ 125 grams per 50kg of cement in cement mortar, including providing and mixing waterproofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. The flooring shall be tampered with a wooden rammer not exceeding 2 Kg in weight to bring the mortar up to the surface, including rounding of the junctions and extending them up to 15 cm. along the parapet wall. The rate shall include bands if a different colour is used, any pattern or design as per drawing and direction, making vata/ fillet, curing, cleaning with water and oxalic acid, etc. complete. Only the Plan area shall be measured for payment.
2229
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APP polymerized bituminous membrane (Polyester based )
Providing and applying 4 mm thick APP polymerized bituminous membrane (Polyester based ) with TORCHON METHOD inclusive of application of primer etc. complete including application for water spouts, as per specifications and instructions given by manufacturer including surface preparation by cleaning the surface by wire brushing or/and light grinding to make it free of loose particles, oil, grease, efflorescence, traces of oil, curing compounds etc. along with minor patch or/and crack repairs as per specifications and instructions given by manufacturer to have finish surface for PU membrane etc. complete at all levels and all heights as per the instructions from the Engineer in charge.
143
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PU Membrane
Providing and applying single component, High solid (95%), PURE PU membrane having Elongation greater than 1000% as per ASTM D 412 & Tensile Strength greater than 5 N/mm2 & Crack bridging 3.2 mm including application for water spouts, as per specifications and instructions given by manufacturer including surface preparation by cleaning the surface by wire brushing or/and light grinding to make it free of loose particles, oil, grease, efflorescence, traces of oil, curing compounds, etc. along with minor patch or/and crack repairs as per specifications and instructions given by manufacturer to have finish surface for PU membrane, etc. complete at all levels and all heights as per the instructions from the Engineer in charge.
909
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UV resistant membrane Providing and applying liquid applied UV resistant membrane including applying premeasured packs of 2k primer with the addition of a maximum of up to 20% water in the primer 2k and applying 2K primer mix to the entire surface area including water spouts as per specifications and instructions are given by manufacturer including surface preparation by cleaning the surface by wire brushing or/and light grinding to make it free of loose particles, oil, grease, efflorescence, traces of oil, curing compounds, etc. along with minor patch or/and crack repairs to have finish surface for UV resistant membrane, etc. complete at all levels and all heights as per the instructions from the Engineer in charge.
4880
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Waterproofing for Toilet, Wet area & Misc. areas Providing and applying Two-part acrylic polymer modified cementitious elastomeric waterproof coating of minimum 1.5mm thickness DFT having minimum 1 N/mm2 tensile strength, and shall cover 2.2 kg/sqm per mm of thickness. The coating shall have an elongation of a minimum of 80% when tested as per ASTM D 412 resisting 5 bars hydrostatic pressure as per DIN 1048 and having crack bridging ability of up to 2mm. Thorough surface preparation to be carried out by mechanical means to level and plain the surface of walls and floors of the toilet areas. All cracks and crevices shall be filled and made good to receive waterproof coating treatment The coating shall cover all the floor area of the wet area (toilet) and shall also be applied over the vertical walls for a minimum of 300mm height above the floor in two or more coats to achieve the required thickness. The periphery of the Toilet floor shall be additionally reinforced with an extra third coat of the coating with a fiber band (glass fiber mesh of minimum 80 gsm) sandwiched between the first and the second coat, which shall also be done around protrusions (pipes) meant for plumbing purposes. The last coat (second/ third coat) when wet, shall be sprinkled with clean and washed sand, to facilitate the floor screed or plaster.
Pipes being fixed for plumbing shall be fixed in holes that are mechanically core cut, more than the diameter of the pipes. Pipes shall be fixed by grouting the annular space with non-shrink cementitious grout of proprietary make. Before grouting, the pipes shall be wrapped with a two-way self-adhesive tape at least 50mm wide and then grouted to fill in the grout, ensuring total watertight plumbing fittings. The Contractor shall submit a methodology statement with all details in illustrative sketch form and get approval from the Engineer-in-charge. Application shall be carried out by the approved applicator of the manufacturer and as per the manufacturer's recommendation The actual applied area on the floor & wall shall be measured for payment. Cost includes all material (for surface preparation, coating, and hole packing), labour, T&P, and wastage involved as mentioned in the item.
208
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MASONRY WORK
Note:
1) Ready-mix polymer-modified cement mortar shall be of approved make, technical parameters as per specification, and comply with IS 2250 and as directed by the engineer in charge. (Sand shall not be added in ready-mix mortar for use).
2) Masonry work shall be carried out for all floors, all levels, all heights, and all places for any shape including loading, unloading, stacking, transporting, hoisting, and erecting by any means (mechanical or manual).
3) Contractor shall grout cavity, hole/ gap in masonry with approved grouting material as per site condition without any extra cost and making good in the required finish. 4) The rate shall be for all heights, and all levels in any shape.
5) The curing method shall be approved by the Engineer in charge.
6) In case of Connection between New wall and Existing wall, Toothing Details (as per directed by engineer in charge) shall be execute without any extra cost.
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Providing and laying Brick masonry works in Substructure, foundation & below Plinth using common burnt clay bricks confirming to IS 1077-1992 having Compressive strength not less than 50 kg/Sq.cm in cement mortar 1:5 (1 cement: 5 coarse sand) in any shape, any thickness, plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/flush jointing/pointing, etc. complete for all depth/height, as per drawing and as directed by Engineer in Charge.
2249
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Providing and laying Brick masonry works in Superstructure using common burnt clay bricks confirming to IS 1077-1992 having Compressive strength not less than 50 kg/Sq.cm in cement mortar 1:5 (1 cement: 5 coarse sand) in any shape, any thickness plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/ flush jointing/pointing etc. complete for all levels, all floor, all height, as per drawing and as directed by Engineer in Charge.
3624
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Providing and laying half brick masonry works in Substructure, foundation & below Plinth using common burnt clay building bricks having Compressive strength not less than 50 Kg/cm2 in cement mortar 1:4 (1- Cement: 4 -fine sand) in any shape, any thickness, and plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/ flush jointing/pointing, etc. complete for all depth/height as per drawing and as directed by Engineer in Charge.
45
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Providing and laying half brick masonry works in Superstructure using common burnt clay building bricks having compressive strength not less than 50 Kg/cm2 in cement mortar 1:4 (1- Cement: 4 -fine sand) in any shape, any thickness, and plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/ flush jointing/pointing, etc. complete for all levels, all floor, all height as per drawing and as directed by Engineer in Charge.
3219
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Pointing the joints of existing masonry work with ready mix polymer modified cement mortar of approved make with required tools and tackels including finishing, curing, scaffolding in super structure/ sub structure, for all floor, all level, all height, all depth etc. complete as directed by Engineer-in-charge. Item shall be executed for existing masonry surface only after prior approval of engineer in charge. Elevation area of masonry work in which pointing the joints executed shall be measured for payment. Item shall be executed after prior approval of Engineer in charge.
32516
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GRC Jali
Providing & fixing minimum 40mm thick Precast GRC/ GFRC (Glass Fibre reinforced Cement) Jali/ screen in the required shape, shade, color, design, pattern, finish, texture and size and of approved make. GRC jali shall be made by using a high-power spray machine, using white portland cement, fine silica sand, polymer, super plasticizer, alkali resistant Glass fiber with high zirconia content - ZrO2 (minimum 17%) and UV resistant & synthetic inorganic pigments including mould, casting, curing, finishing, etc complete. Property of GRC shall be as per the following :
Dry Bulk Density (kg/m3) 1800-2100
Water Absorption (%) 8 - 12
Apparent Porosity (%) - 17-23
Elastic limit (N/mm2) 7
Ultimate strength - Modulus of Rupture - MOR (N/mm2) 20
GRC jali shall be fixed in individual or composite elements with required metal framing work including dash/ anchor fastener, SS 316 clamps/ devices of suitable capacity, dia. and lengths, screws, nuts, bolts, adhesive, sealant, etc with necessary scaffolding for all level, all heights. The contractor shall prepare a shop drawing based on the concept drawing including services and a prepared mock-up of the required area. As per the approved shop drawing and mock-up, the contractor shall start the work. Work shall be carried out as per the approved shop drawing and approved mock-up. The stability of GRC jali/ screen shall be the responsibility of the contractor. The rate shall be inclusive of all material, labour, accessories for fixing, tools, scaffolding, etc as per the manufacturer's specification. Only MS framing work shall be paid in relevant items. The item shall be measured and paid in sqm.
230
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GRC Baluster
Providing and fixing GRC/ GFRC baluster for parapet wall up to 1.0 mt height, of any design, shape, finish, shade, and of approved make. GRC baluster shall be made by using a high-power spray machine, using Cem-fill manufactured AR (alkali resistant) Glass fiber with minimum ZrO2 17% including mould, casting, curing, finishing, etc complete. Property of GRC shall be as per the following :
Dry Bulk Density (kg/m3) 1800-2100
Water Absorption (%) 8 - 12
Apparent Porosity (%) - 17-23
Elastic limit (N/mm2) 7
Ultimate strength - Modulus of Rupture - MOR (N/mm2) 20
Methods of Testing Glass Fibre Reinforced Concrete (GRC) Material should be as per The International Glass Fibre Reinforced Concrete Association (GRCA), 2016. Baluster shall be fixed with cement mortar with matching pigment, a suitable adhesive, pin, screws, bolt, etc as per manufacturer's specification for all levels, all heights including scaffolding, etc complete and as directed by the engineer in charge. The stability of baluster fixing shall be the responsibility of the contractor.
100
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GRC coping
Providing and fixing GRC/ GFRC coping for balusters of approximate size 350mm x 150mm (suitable to baluster design), of any design, shape, finish, shade, and of approved make. GRC coping shall be made by using a high-power spray machine, using Cem-fill manufactured AR (alkali resistant) Glass fiber with minimum ZrO2 17% including mould, casting, curing, finishing, etc complete. Property of GRC shall be as per the following :
Dry Bulk Density (kg/m3) 1800-2100
Water Absorption (%) 8 - 12
Apparent Porosity (%) - 17-23
Elastic limit (N/mm2) 7
Ultimate strength - Modulus of Rupture - MOR (N/mm2) 20
Methods of Testing Glass Fibre Reinforced Concrete (GRC) Material should be as per The International Glass Fibre Reinforced Concrete Association (GRCA), 2016. Baluster shall be fixed with cement mortar with matching pigment, a suitable adhesive, pin, screws, bolt, etc as per the manufacturer's specification for all levels, all heights including scaffolding, etc complete and as directed by the engineer in charge. The stability of coping with baluster fixing shall be the responsibility of the contractor. The installed length of the coping shall be measured for payment.
30
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PLASTERING WORKS
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08 mm thick plaster - ready mix cement mortar
Providing and applying an average 8 mm thick single coat cement plaster and finished with the trowel, on ceiling, side, and soffit of beam and stair, etc with polymer added ready mix cement mortar including application of bonding agent/ hacking of concrete to receive the plaster, finishing, curing, scaffolding, making grooves, forming pattas for all floor, all level, all height, etc. complete and as directed by Engineer-in-charge.
7938
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12 - 15 mm thick plaster - ready mix cement mortar
Providing and applying 12 - 15 mm Plaster (smooth or wire-finished plaster) of Polymer added ready mix cement mortar finished with a trowel on any type of surface. GI hexagonal chicken mesh of size aperture 20 mm x 20 mm of 22 gauge and minimum 200 mm wide at RCC & masonry junctions or between different materials and 145 GSM of minimum 150mm wide fiberglass mesh with alkali resistant coating shall be fixed at plumbing and electrical work chasing areas, at corner and doors and window joints as per manufacturer's specifications with GI nails, hacking of concrete/ application of bonding agent, finishing, curing, making grooves, forming pattas, scaffolding in any shape for all floor, all level, all height, etc. complete as directed by Engineer-in-charge.
11750
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Average 20 mm thick plaster-ready mix cement mortar
Providing and applying 18 mm Plaster in two coats under layer 12 mm thick finished with a top layer 6 mm thick polymer added ready mix cement mortar finished with a trowel. GI hexagonal chicken mesh of size aperture 20 mm x 20 mm of 22 gauge and minimum 200 mm wide at RCC & masonry junctions or between different materials and 145 GSM of minimum 150mm wide fiberglass mesh with alkali resistant coating shall be fixed at plumbing and electrical work chasing areas, at corner and doors and window joints as per manufacturer's specifications with GI nails, hacking of concrete/ application of bonding agent, finishing, curing, making grooves, forming pattas, scaffolding in any shape for all floor, all level, all height, etc. complete as directed by Engineer-in-charge. The rate shall be inclusive of bonding agent, chicken mesh, glass fiber mesh, provision of groove/ drip mould as per drawing, etc. complete and as directed by the Engineer-in-charge.
28231
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Average 15 mm thick waterproof Cement plaster
Providing and applying an average 15 mm thick waterproof single coat smooth / wired finish cement plaster on sides of masonry work/block work / RCC work, in any shape, in CM 1:3 (1 cement : 3 fine sand) and waterproofing compound of approved make in proportions recommended by the manufacturer, finishing the surface wired finish / smooth finish with a floating coat of neat cement slurry for all floors, all height including hacking to RCC surface, scaffolding, curing, etc. complete as directed by engineer-in-charge.
6686
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Average 20 mm thick Sand Faced Cement plaster
Providing and laying average 20 mm. thick Sand faced cement plaster on masonry work / RCC wall upto any height above ground level and for all shapes consisting of first coat (backing coat) average 12-15 mm. thick with CM 1:4 (1 cement: 4 coarse sand) rough wired finish and second coat of average 6 mm. thick uniform grained textured by using any means, in CM 1:2 (1 cement: 2 sand), including scaffolding, hacking to RCC surface, forming grooves, drip moulds, pattas, curing etc. complete as directed by engineer-in-charge.
4642
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Natural River pebble stone Cladding/Lining works Providing and applying cladding/lining works using carefully selected and approved any type of good quality natural stone i.e. pebbles or similar etc of required size, shape, shade, color, finish as per drawing and as directed by the engineer in charge for all level/all height on any type of surface (Horizontal surface and vertical surface) fixed with average 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) in proper plumb, executing it in similar way to already exisiting works (Wherever required), finishing, curing, scaffolding, hacking to RCC surface, forming grooves, drip moulds, pattas, racking of joints, pointing using any type of suitable joining mortar, protection etc. complete for all depth/height/thickness, as per drawing and as directed by Engineer in Charge. The joints shall be treated with white cement, mixed with a approved shade pigment cementitious grout etc., complete, at all levels. The natural stone shall be fixed to the backing surface, as per requirement and as directed by the Engineer-in-Charge. The contractor shall arrange loose required type of natural stone sample for approval as per design requirement. Sample of loose selected natural stones shall be approved for mock up works. Mock up work shall be done using selected approved natural stone for approval from the architect and the engineer in charge before mass execution. Mass execution shall be execute confirming to approved mock up. Architect reserves right to reject part or all work of sub standard or not in confirmation to approved sample as per mock up. Selected natural stone shall be carfully selected in conformity of approved loose sample of natural stone for desire look. Actual executed area of natural stone cladding/lining work shall be measured for payment without considering any wastage.
7233
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Removing and refixing existing pebble stone Cladding/Lining works of any thickness, any size, as per following :
1) Contractor shall carefully remove the existing pebble stone in required area without demaging surrounding, including base mortar in required thickness.
2) Clean the pebble stone, removing base mortar and stack carefully at any place for all lead and lift as directed by engineer in charge.
3) Refixing the same pebble stone at any location (as per design/ pattern to match existing and as per drawing and on any surface (Horizontal surface and vertical surface) fixed with average 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) in proper plumb, executing it in similar way to already exisiting works (Wherever required), finishing, curing, scaffolding, hacking to RCC surface, forming grooves, drip moulds, pattas, racking of joints, pointing using any type of suitable joining mortar, protection etc. complete for all depth/height/thickness, as per drawing and as directed by Engineer in Charge.
4) The joints shall be treated with white cement, mixed with a approved shade pigment cementitious grout etc., complete, at all levels No mortar shall visible on surface.
5)The natural pebble stone shall be fixed to the backing surface, as per requirement and as directed by the Engineer-in-Charge. Mock up work shall be done using selected approved exisiting natural stone for approval from the architect and the engineer in charge before mass execution. Mass execution shall be execute confirming to approved mock up. Architect reserves right to reject part or all work of sub standard or not in confirmation to approved sample as per mock up. Actual executed area of natural pebble stone cladding/lining work shall be measured for payment without considering any wastage.
Rate shall be inclusive of removing, cleaning, refixing, storage and taking for refixing from stockyard for all lift and all lead, curing, cleaning etc all mentioned above. complete and as directed by Engineer-in-charge.
50
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Depression/dent type plaster using natural pebble stone Providing and applying average 20 mm thick plaster in special shape, pattern, texture, looking like natural pebble stone dent/depression in plaster similar way to already exisiting works (Wherever required) on any type of surface(Horizontal surface and vertical surface) in a backing coat of 12 mm thick cement mortar 1:4 (1 grey/white or other required cement: 4 coarse sand) finished with a top layer of 6 mm thick cement mortar 1:2 (1 grey/white or other required cement : 2 sand) finished with a required method by any means etc including hacking of concrete/application of bonding agent, finishing, curing using suitable method, making grooves, forming pattas, scaffolding in any shape for all floors, all levels, all heights etc. complete as directed by the Engineer-in-charge. Mock up work shall be done for approval from the architect and the engineer in charge before mass execution. Mass execution shall be execute confirming to approved mock up. Architect reserves right to reject part or all work of sub standard or not in confirmation to approved sample as per mock up. Actual executed area of plaster work shall be measured for payment without considering any wastage.
1406
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DOOR WINDOWS WORK
Note - 1. Only Superior-class wood shall be used for any kind of woodwork. All wood (kiln seasoned and termite treated) and wood base material shall be treated with anti-termite treatment as per relevant IS before use and after installation. The guarantee shall be furnished for 10 years in the prescribed format as directed by EIC.
2. Plywood (BWP grade IS – 710), laminate or other composite wood-based products shall be free of urea formaldehyde. 3. All veneer, and wood shall be FSC (Forest Stewardship Council) & Green Guard Certified.
4. All loose samples of materials shall be approved by the Engineer in charge.
5. All adhesives and sealants shall be with low VOC and lead-free with acceptable VOC content.
6. The contractor shall prepare a shop drawing based on the intent/ concept drawing and get approval from the Engineer-in-Charge. The contractor shall prepare mock-up doors, windows, and other elements with all required hardware and approved by the Engineer-in-Charge before execution of work. Work shall be carried out as per the final approved shop drawing and approved mock-up. The contractor shall be responsible against stability, safety, leakage, etc all complete. Testing work shall be carried out by the Contractor as suggested by the Engineer in charge. (If required).
07. All Doors, windows, and other elements shall be fabricated and finished at the factory/ workshop, and only fixing and final finishing shall be executed at the site unless otherwise approved by the Engineer-in-charge. 08. Door, window, and other elements work shall be carried out for all floors, all levels, all heights, and all places including loading, unloading, stacking, transporting, hoisting, and erecting by any means (mechanical or manual).
09. All silicone sealant shall be grey in colour or as directed by the Engineer-in-charge.
10. All types of coating polyester powder coating, anodizing, and PVDF coating for aluminium work shall have 20 years of life.
11. The engineer in charge reserves the right to reject part or all work of sub standard or not in confirmation to sample approved/or not as per mock up and in such case contractor required to re do the same work confirming with approved sample/mockup without any extra cost. Sample and mock shall not be payable if rejected or cast in other locations (not in scope of work area).
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Teak Wood Frames for doors/windows etc. Providing and fixing frames of doors, windows, transom, louvers and ventilators,louver fins, jambs-sills in any type of openings in wall, floor etc, using best quality kiln seasoned, termite treated Teak wood and fixed in position with hold fast lugs or with dash fasteners with required Dia & length of approved make, etc. for all levels, all floor, all height, etc as per drawing and as directed by an engineer in charge. The rate shall be inclusive of all types of consumables, accessories, fasteners, and any type of corner treatment in frames (i.e. chamfering, pencil corner, bevelling, moulding, etc.) & making good the damages to walls and floors as required complete. Polishing, hardware, and carving work shall be paid in relevant tender items.
The contractor shall get the approval for the loose sample of first-class Teak wood along with its source location from the Engineer in charge before execution.
65
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40 mm thick flush door shutter
Providing and fixing door shutter made out of factory-made and pressed laminated/ veneer finish 40mm thick flush door shutter excluding the thickness of veneer/ laminate, made of ISI marked non-decorative type flush door shutters conforming to IS:2202 (Part I), the core of block board construction with the frame of 1st class hardwood, pine filler and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters having laminates/ veneer of approved make, shade, finish (which paid separately) as approved by Engineer-in-charge on both faces of shutter fixed with phenol formaldehyde synthetic resin type adhesive conforming to IS 848 including providing and fixing 6mm thick peripheral external lipping made out of superior class teak wood, on all edges of door shutter with specified polishing on all exposed faces of lipping including fixing shutters etc complete for all levels, all floors, all heights as per drawings and as directed by Engineer-in-charge. The rate shall be inclusive of flush door shutter, teak wood lipping with PU polish, necessary consumables, accessories, etc but excluding the cost of veneer/ laminates, all required hardware, and polishing on veneer, etc complete for all heights as per drawing, design & direction by Engineer-in-charge. The out-to-out area (one side) of the Flush door shutter shall be measured for payment.
95
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45 mm thick fully wooden panelled shutter
Providing and fixing in position 45mm thick fully wooden panelled door-window shutters (openable/ fixed, single leaf/ double leaf) made out of best quality kiln seasoned, termite treated first class Teak wood. Shutter shall be of any size and fabricated as follows:
1) Door - window shutter framing/ Internal Framing i.e. top rails, bottom rail, lock rail, both vertical stile, intermediate members between two panels (horizontal and vertical) shall be 45 mm thickness and width as per drawing.
2) 35mm thick single/ both side bevelled edge wooden panels made out of first-class, best quality kiln seasoned, termite-treated Teak wood fixed in shutter framing/Internal framing with necessary fixing arrangements and wooden beading of required size and shape as per drawing.
3) All types of exposed wood shall be finished with polishing/painting work However it shall be paid in relevant tender item. 4) Necessary door shutter hardware shall be paid in relevant tender items. The rate shall be inclusive of all the Teak wood members for the shutter frame, internal framing, beading and panels, necessary anchor fasteners, sheet metal screws, nails, adhesives, and necessary consumables with all labour, architectural mouldings, sandpapering, edge moulding, grove provisions, etc complete for all heights, all floors and all levels as per drawing, design & direction by the Engineer-in-charge. The contractor shall get the approval for the loose sample of first class Teak wood along with its source location from the Engineer in charge before execution. Contractor shall prepare shop drawings based on concept design/ drawings and get approval from the engineer in charge before mass execution. Based on the approved shop drawing, the contractor shall prepare a mock-up of the door for approval. The stability of the door is the responsibility of the contractor.
The out-to-out area (one side) of the panelled door shutter (without door frame) shall be measured for payment. No wastage shall be measured for payment.
888
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45 mm thick glazed/SS Mosquito net shutter
Providing and fixing in position 45mm thich fully glazed panel door - window shutter/SS Mosquito net shutter (openable/ fixed, single leaf/ double leaf) made out of best quality kiln seasoned, termite treated first class teak wood and glass of specified thickness fabricated as follows. 1) Door/window shutter framing/Internal Framing i.e. top rails, bottom rail, lock rail, both vertical stile, intermediate members between two panels (horizontal and vertical) shall be made out of first-class, best quality kiln seasoned, termite-treated teak wood with 45 mm thickness and width as per drawing.
2) Glass panels of specified thickness, shape, finish, pattern, etc./ SS Mosquito net fixed in shutter framing/ internal framing with necessary fixing arrangements, wooden beading of required size, and shape as per drawing. Specified glass/SS Mosquito net shall be paid in relevant tender items.
4) All types of exposed wood shall be finished with polishing/painting work However it shall be paid in relevant tender item. 5) Necessary door shutter hardware shall be paid in relevant tender items. The rate shall be inclusive of all the teak wood members for the shutter frame, internal framing and beading, necessary anchor fasteners, sheet metal screws, nails, adhesives, gasket, wool pile and necessary consumables with all labor, architectural mouldings, sandpapering, edge moulding, bevelling, grove provisions, etc complete for all heights, all floors and all levels as per drawing, design & direction by the Engineer-in-charge. The contractor shall get the approval of the loose sample of first-class teak wood along with its source location from the Engineer in charge before execution. Contractor shall prepare shop drawings based on concept design/ drawings and get approval from the engineer in charge before mass execution. Based on the approved shop drawing, the contractor shall prepare a mock-up of the door for approval. The stability of the door is the responsibility of the contractor.
The out to out area (one side) of the paneled door shutter (without door frame) shall be measured for payment without deducting the area of glass. No wastage shall be measured for payment.
1026
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45 mm thick composite panelled (Glazed and wooden panel) shutter
Providing and fixing in position 45mm thich composite panelled (partly panelled and partly glazed) door - window shutters (openable/ fixed, single leaf/ double leaf) made out of best quality kiln seasoned, termite treated first class teak wood and glass of specified thickness fabricated as follows.
1) Door/window shutter framing/Internal Framing i.e. top rails, bottom rail, lock rail, both vertical stile, intermediate members between two panels (horizontal and vertical) shall be made out of first-class, best quality kiln seasoned, termite-treated teak wood 45 mm thickness and width as per drawing.
2) 35mm thick single/ both side, bevelled/ non bevelled edge wooden panels and Glass panels of specified thickness, shape, finish, pattern shall be fixed in shutter framing/ internal framing with necessary fixing arrangements and wooden beading of required size, shape as per drawing. Specified glass shall be paid in relevant tender items. 3) All types of exposed wood shall be finished with polishing/painting work However it shall be paid in relevant tender item. 4) Necessary door shutter hardware shall be paid in relevant tender items. The rate shall be inclusive of all the teak wood members for the shutter frame, internal framing, wooden panels and beading with necessary anchor fasteners, sheet metal screws, nails, adhesives, gasket, wool pile and necessary consumables with all labor, architectural mouldings, sandpapering, edge moulding, bevelling, grove provisions, etc complete for all heights, all floors and all levels as per drawing, design & direction by the Engineer-in-charge. The contractor shall get the approval of the loose sample of first class teak wood along with its source location from the Engineer in charge before execution. Contractor shall prepare shop drawings based on concept design/ drawings and get approval from the engineer in charge before mass execution. Based on the approved shop drawing, the contractor shall prepare a mock-up of the door for approval. The stability of the door is the responsibility of the contractor.
The out to out area (one side) of the paneled door shutter (without door frame) shall be measured for payment without deducting the area of glass. No wastage shall be measured for payment.
35
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Acoustic wooden door Providing and fixing sandwich type composite sound reducing flush door shutter with frame with laminated/ veneer finish approximate 70mm thick (single leaf/ double leaf) of any size for all levels, all floors, all heights made out as follows. 1) The best quality kiln seasoned, termite-treated teak wood frame of approximate section size 110 mm x 100 mm including making necessary grooves in the frame for fixing of suitable acoustic seal on rebates to block noise leakage from gap in between door frame and shutter. Frame shall be fitted with acoustic seal of required size in the perimeter of the frame fitted in grooves of the suitable rebate both in frame and shutter.
2) Shutter Internal Framing (stile, rail members, battens) shall be made out of best quality kiln seasoned, termite-treated teak wood with minimum 40mm thickness and minimum 100 mm width along with required numbers and size of diagonal bracing as per requirement. 3) The core of door shutter shall be filled with approved quality acoustic insulation infill material, sound absorbing and damping material or any other proprietary insulation material as per test evidence. 4) 12 mm thick plywood of approved make conforming to IS: 710 fixed on both sides of the core of the shutter (on a Shutter Internal wooden frame) with required approved quality primer at the unexposed surface, formed shutter assembly shall be fixed with a lipping of one layer minimum 9 mm thick on all four sides of the shutter and along with shutter it shall be fitted with acoustic seal of required size in the perimeter of the shutter(three sides) fitted in grooves. 5) Both exposed sides of the shutter shall be finished with fixing veneer/ laminate of approved shade and make. However, Veneer/laminate shall be paid in relevant tender items. In the case of veneer finish, specified polish/paint on the veneer surface is to be paid in relevant tender items. 6) All types of exposed wood shall be finished with polishing/Painting work.
35
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7) Best quality Automatic Dropdown Seal of approved make and specification as per requirement shall be fixed at the bottom of the shutter.
8) overall wooden acoustic door shutter with frame shall have NRC value up to 40 db. 9) The door assembly shall be fixed to the door frame using minimum 4 number required size as per capacity, any Type, any finish hinges for each shutter however, hardware i.e Hinges, Door Lock, Push Pull door handle, Tower bolt etc. shall be paid in relevant tender items. The rate shall be inclusive of all the best quality kiln seasoned, termite-treated teak wood members for the door frame,shutter internal framing, beadings etc, 12mm thick ply on both sides, 9 mm ply on four side with necessary anchor fasteners, sheet metal screws, nails, adhesives, accessories, and necessary consumables with all labor, architectural mouldings, sandpapering, edge moulding, groove provisions, etc complete for all heights, all floors and all levels as per drawing, design & direction by the Engineer-in-charge excluding polishing/Painting on wooden members and hardware. The contractor shall get the approval for the loose sample of best quality kiln seasoned, termite-treated teak wood along with its source location from the Engineer in charge before execution. contractor shall prepare shop drawings based on concept design/drawings including fixing arrangement and get approval from the engineer in charge before mass execution. based on the approved shop drawing, the contractor shall prepare a mock-up of the door for approval. The door frame and shutter shall be fixed on any type of surface i.e. masonry, RCC, drywall system, metal work, etc. with a required capacity of anchorage as per manufacturer specifications.The stability of the door is the responsibility of the contractor.
The out-to-out area (one side) of the Fabricated Flush door shutter (without door frame) shall be measured for payment without considering any wastage.
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Aluminium work for Door/window/louvers/ventilators etc. frame and shutter
Providing and fixing Frame and shutter(Fixed/openable) for doors and windows, louvers, ventilators, etc. for all levels, all floors, all heights made out of aluminium works with extruded built-up, standard tubular sections/ appropriate Z sections, sheet, flat bar, and other sections of approved make conforming to IS:733 and IS:1285, having polyester powder coating (minimum thickness of polyester powder coating 50 microns), fixing with SS 304 dash fasteners of required Dia and size, including necessary filling up the gaps at all around and both side, i.e. at top, bottom, and sides; with required EPDM rubber/ neoprene gasket, etc. complete. Aluminium sections shall be smooth, rust-free, straight, metered, and jointed mechanically wherever required including cleat angle, pressure cleat, crimping angle, aluminium snap beading for glazing/panelling, SS 304 screws, etc. all complete as per approved shop drawings and the directions of Engineer-in-charge. The rate shall be inclusive of PVC shims minimum of 5mm thick, with backer rod and silicone sealant (both sides), dash fastener, etc complete. Only glazing, in-fill panelling of shutter, and door hardware shall be paid for separately.
The contractor shall prepare shop drawings based on architectural concept design/drawings and get approval from the Engineer in charge before execution. The contractor shall also prepare a mock-up with all required hardware as suggested and approved by the Engineer in charge. The item shall be executed after prior approval of the Engineer in charge.
32
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1 mm thick laminate
Providing & Fixing 1 mm thick high pressure (factory pressed) laminate sheet of plain/ wood grain in gloss/ matt/ suede finish and approved make and shade with high-density protective surface layer and reverse side of adhesive bonding quality conforming to IS: 2046 Type S, including cost of adhesive of approved quality. Laminate shall be applied on the door shutter, wall panelling, ceiling, or any interior work, etc. The sample shall be approved by the Engineer in charge. The actual installed area of the veneer shall be measured for payment.
46
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4 mm thick decorative veneer
Providing and fixing 4 mm thick decorative veneer (factory pressed with door shutter or plywood for interior work) conforming to IS: 1328 (type-1) having the top layer of 0.3 mm slice thickness decorative veneer and base layer of 3.5 mm thick BWP Gurjan Ply of approved make, shade and pattern/ texture, for plain lining/ cladding/ ceiling work, on flush door shutter, pelmet or any interior work in any design, any pattern, any shape, etc with necessary screws, adhesive including priming coat on the unexposed surface. The veneer shall be fixed on the ply with or without groove as per drawing. If required, perforation shall executed as per drawing (on ply+ veneer surface) and paid separately in the relevant item of schedule. The actual installed area of the veneer shall be measured for payment.
183
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SS Mosquito net
Providing and fixing fly-proof stainless steel net/ mesh grade 304 made out of wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture in any type of door, window, ventilation frame or shutter, behind louver etc (openable or fixed) as per drawing with matching first class Teak wood beading/aluminium beading with required screw, nails, fastener, etc. complete for all floor, all level, all height and as directed by the engineer in charge. The rate shall be inclusive of SS mesh, with all required accessories but excluding the cost of aluminium work, wooden work, and hardware in case of openable shutter and polish work. The installed area (without shutter frame) shall be measured for payment without considering any wastage. The sample shall be approved before the execution of the work.
148
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Rolling Shutter
Supplying and fixing rolling shutters of an approved make, made of 80x1.25 mm M.S. laths with a 1.25 mm thick top cover, interlocked together along their entire length and jointed at the ends with end locks, mounted on a specially designed pipe shaft with brackets, side guides, and arrangements for inside and outside locking, operated with push and pull operation. This includes the cost of providing and fixing necessary 27.5 cm long wire springs made from high tensile steel wire conforming to IS: 4454 - Part 1 and M.S. top cover of required thickness including providing mechanical device chain and crank operation for operating the rolling shutter.
Additionally, provision is made for grilled rolling shutters manufactured from 8 mm diameter M.S. bars instead of laths, as per the design approved by the Engineer-in-charge (the area of the grill equals the width of the shutter and the required height). The rate shall include epoxy primer and enamel paint of an approved make and shade, applied to both sides as per the manufacturer's specifications, along with the guide channel and hood cover of the rolling shutter.
Out-to-out dimensions of the shutter, including the guide channel and hood cover, shall be measured for payment.
8
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Glass
Providing and fixing glass with beveled/non beveled edge in the door, window, ventilation, fixed glazing, partitions, etc. for all levels, all floors, all heights with EPDM rubber/neoprene gasket, etc. complete as per drawings and directions of engineer-in-charge. (Cost of beading shall be covered in basic item). Glass shall be of any shade, any size, any shape as per approved make, sample, and Drawing and confirm to IS:2835 or IS:2553. The sample shall be approved before the execution of the work. The installed area shall be measured for payment without considering any wastage.
a) With clear toughened glass panes of 6.0 mm thickness
1087
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Glass
Providing and fixing glass with beveled/non beveled edge in the door, window, ventilation, fixed glazing, partitions, etc. for all levels, all floors, all heights with EPDM rubber/neoprene gasket, etc. complete as per drawings and directions of engineer-in-charge. (Cost of beading shall be covered in basic item). Glass shall be of any shade, any size, any shape as per approved make, sample, and Drawing and confirm to IS:2835 or IS:2553. The sample shall be approved before the execution of the work. The installed area shall be measured for payment without considering any wastage.
b) With clear toughened glass panes of 8.0 mm thickness
24
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Glass
Providing and fixing glass with beveled/non beveled edge in the door, window, ventilation, fixed glazing, partitions, etc. for all levels, all floors, all heights with EPDM rubber/neoprene gasket, etc. complete as per drawings and directions of engineer-in-charge. (Cost of beading shall be covered in basic item). Glass shall be of any shade, any size, any shape as per approved make, sample, and Drawing and confirm to IS:2835 or IS:2553. The sample shall be approved before the execution of the work. The installed area shall be measured for payment without considering any wastage.
c) 17.52mm thick laminated glass - 17.52mm thick clear laminated glass with (8mm toughened glass + 1.52mm thick Acoustic PVB lamination + 8 mm toughened glass)
66
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Extra for providing frosting/ etching process on glass of any thickness in any pattern for all levels, all floors, all heights as per approved sample. Frosted/ etched area of glass shall be measured for payment.
5
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Note for Brass Hardware - 1. Brass hardware shall be heavy and good quality with clear coat matt PVD brass finish (if not specified anywhere else) in customized design (if required), of approved make for doors, windows, louver, ventilators, transom, etc. with necessary brass screws, nails, accessories, etc. complete as per design intent and as directed by Engineer-in-charge. 2. Engineer incharge reserves right to reject part or all work of sub standard or not in confirmation to sample approved/or not as per mock up and in such case contractor required to re do the same work confirming with approved sample/mockup without any extra cost. Sample and mock shall not be payble if rejected or casted in other location (not in scope of work area).
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Providing good quality made of Brass padlock of approved make with double locking mechanisam and three number digital nickel plated brass keys for door and to be locked in Aldrop. Lock body cover shall be made of brass, polished and lacquered finished. Cylinder and cylinder housing shall be made of brass and remaining parts shall be made of good quality steel. Lock shall be rust resistance and anti pick technology. Samples shall be approved by Architect before execution.
652
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Handle made out of brass
Providing and fixing good quality handle made out of brass with specified size, of any shape for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
b) 150 mm long, 15mm dia x minimum 1.5mm thick/ 15mm wide x 3mm thick
1440
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Hinges made out of brass Providing and fixing good quality hinges made out of brass with the specified size for doors, windows, ventilators, transom, etc. of approved make with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
b) 100 x 75 x 3 mm - with ball bearing
7135
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Push Pull handle made out of brass
Providing and fixing good quality Push-Pull pair of handle made out of brass with the specified size, of H/D shape for the door, window, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. a) 300 mm long, brass pipe of size 25mm Dia x 3mm (thickness of pipe)
1343
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Push Pull handle made out of brass
Providing and fixing good quality Push-Pull pair of handle made out of brass with the specified size, of H/D shape for the door, window, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
b) 450 mm long, brass pipe of size 30mm Dia x 3mm (thickness of pipe)
18
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Tower bolt made out of brass
Providing and fixing good quality tower bolt made out of brass with specified sizes of any shape for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
a) 150mm long, barrel of 15mm Dia with min 9 mm rod and flap type/Without flap type fixing arrangement
2876
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Tower bolt made out of brass
Providing and fixing good quality tower bolt made out of brass with specified sizes of any shape for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
b) 300mm long, barrel of 15mm Dia with min 9 mm rod and flap type/Without flap type fixing arrangement
934
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Tower bolt made out of brass
Providing and fixing good quality tower bolt made out of brass with specified sizes of any shape for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
c) 450mm long, barrel of 15mm Dia with min 9 mm rod and flap type/Without flap type fixing arrangement
33
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Door Stopper made out of brass
Providing and fixing good quality door stopper made out of brass with specified sizes, with or without magnet/ rubber or PVC base, lever type, shutter mounted/ wall mounted/ floor mounted as per approved/ customized design, approved make and approved shape of for the door, window, transom, etc. of approved make and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
943
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Aldrop made out of brass
Providing and fixing good quality aldrop made out of solid extruded Brass of 250 to 300 mm x minimum 15 mm size with required no of brackets of approved make , and shape for the door, window, transom, etc., and finished with matt PVD brass finish for all levels, all floors, and all heights with brass screws, accessories, and pin of the required size for fixing, etc. complete as per drawing and as directed by Engineer-in-charge. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
671
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Window hook and eye made out of brass
Providing and fixing Brass solid window hook and eye of 150 to 200mm long and min 6mm dia in any design and shape with clear coat PVD matt finish and with required size brass screws and pin etc.
1351
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Cam action concealed door closer with matt PVD brass finish
Providing and fixing cam action concealed door closer of approved make with a minimum one-year guarantee and finish for all levels, all floors, and all heights with controlled adjustable closing speed and power-adjustable with back check with track arm with screws to the hinged door of approved make for specified door width. All adjustment screws face fixed. The rate shall be inclusive of fixing using the template as per the manufacturer’s specification & maintaining it in good working condition. The door closer shall conform to EN 1154 standard. Selection of door closer shall be as per size and weight of the door, as per manufacturer's recommendation and as directed by the Engineer-in-charge.
All exposed surfaces of door closer shall be finished with a matt PVD brass finish.
The rate shall be inclusive of fixing as per manufacturer’s specification & maintaining it in good working condition. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. b) concealed door closer conforming to EN 3-6 for door, width beyond 900mm and height 2700mm, as per the manufacturer's specifications, and/or compatible with the shutter weight.
28
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SS 304 Push Plate with matt PVD brass finish
Providing and fixing SS 304 1.5 mm thick push plate in matt finish of approximate size 300mm minimum x 100mm as per drawing of, approved make, etc. for all levels, all floors, and all heights of any type of door, with required SS 304 screws, adhesive, adhesive tape, and accessories of the required size for fixing, etc. complete. The rate shall be inclusive of fixing as per manufacturer’s specification & maintaining it in good working condition. All exposed surfaces made of stainless steel shall be finished with a matt PVD brass finish. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
1
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SS 304 Grade handle
Providing and fixing SS 304 grade handle in matt finish of the specified size, specified shape for the door, window, etc. of approved make for all levels, all floors, and all heights of any type of door, with required SS 304 screws, accessories, and pin of the required size for fixing, etc. complete. The rate shall be inclusive of fixing as per manufacturer’s specification & maintaining it in good working condition. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution. a) 600 mm long, 32mm dia x 1mm thick grab Handle for disabled toilet door
4
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SS 304 Kick Plate
Providing and fixing SS 304 1.2 mm thick Kick plate in matt finish of size 1000mm (+/- 100mm) (W) x 300mm (H) for disabled toilet door/ kitchen door as per drawing of, approved make, etc. for all levels, all floors, and all heights of any type of door, with required SS 304 screws, adhesive, adhesive tape, and accessories of the required size for fixing, etc. complete. The rate shall be inclusive of fixing as per manufacturer’s specification & maintaining it in good working condition. The contractor shall arrange loose Samples for approval from the Engineer-in-Charge before mass execution.
4
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FLOORING AND DADO
Note:-
1) All natural stones shall be free from cracks, lines, stains, and white spots of efflorescence, and even in shade for all kinds of stonework.
2) All natural stones shall be selected and sorted for uniform colour, figure, and thickness and approved by Engineer-in-charge prior to procurement.
3) All natural stones shall be from the same lot and/ or source (stone quarry) for the same kind of work to avoid shade variation and as approved by the Engineer-in-charge. 4) All types of loose and laid samples of flooring shall be approved by the Engineer-in-charge.
5) The contractor shall apply approved Stone Impregnation primer/ sealer coat on both sides and all edges (after cutting and finishing the stone as per size) of stones in a minimum of two coats as per the manufacturer's specification and as directed by the Engineer-in-charge. No extra shall be paid for the same.
6) Contractor shall co-ordinate and execute for all services in flooring and wall lining/ cladding work i.e. making openings/ cut-outs for any services, and making good as per the satisfaction of Engineer-in-charge. 7) All stones shall be cut to size with the help of with water jet cutting/laser cutting/ CNC machine according to the design and shape for best workmanship etc according to the design as per the approved shop drawing.
8) All adhesives and sealants shall be compatible with material as per IS 15477 and as per the manufacturer's specification and with low VOC content and lead-free with acceptable VOC content as per Green building requirements.
9) Finished floor surfaces shall be protected with a 12mm thick POP sheet over an LDPE sheet up till handling over the project. The tread of the stair shall be protected with a metal/ plywood angle to avoid damage to the edges of the tread. POP shall not directly (or with the use of paper) apply on flooring.
10) Screed below flooring/ base mortar thickness shall be as per drawing. In case of any type of stone/ tile shall be fixed with adhesive and the total thickness of base mortar/ screed shall be paid in relevant tender items.
11) All stone shall be factory cut and factory finished. Polish or any type of texture finish on any stone shall be as per the satisfaction of the Engineer in charge. 12) Flooring and wall cladding/ lining work shall be carried out for all floors, all levels, all heights, and all places.
15) Rate shall be inclusive of all types of wastage of all material.
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Vitrified tiles - For flooring fixing with cement mortar
Providing and laying Vitrified tiles in different sizes (superior quality tiles) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours, shades, finish (anti skid/ satin/ polished etc) for flooring in required design and patterns as per the drawings, laid over average 40 mm thick base of cement mortar 1 : 4 (1 cement : 4 coarse sand) and jointed with groove or without groove with grey cement slurry mixed with pigment to match the shade of the tiles, including cleaning and curing etc. all complete as specified and as directed by the Engineer-in-Charge.
Rate shall be inclusive of vitrified tile (as per approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour etc complete but excluding filling with epoxy grout which shall be payable under relevant item.
a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x minimum 9mm thick
161
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Vitrified tiles - For dado/riser/skirting fixing with adhesive
Providing and laying Vitrified tiles in different sizes (superior quality tiles), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours, shade and finish (satin/ polished etc) in wall tile/ dado, riser of steps, and pillars laid in any pattern over any type of levelled surface, in any pattern with suitable cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477of approved make and jointed with groove or without groove with grey cement slurry mixed with pigment to match the shade of the tiles, including providing 6 to 10mm wide groove between wall tiles and plaster edge treatment, rubbing, curing, finishing, cleaning, protection, scaffolding and wastage etc. all complete as specified and as directed by Engineer-in-Charge. Length of tiles for dado shall be as per design to match the joint and pattern. Shade of dado must be match with flooring stone. Rate shall be inclusive of vitrified tile (as per approved sample), adhesive for fixing, cement slurry, matching pigment, all labour etc complete but excluding filling with epoxy grout which shall be payable under relevant item.
a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x minimum 9mm thick
68
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Grouting the joints of flooring/ wall tiles/ stone
Extra for Providing and Grouting the joints of flooring/ wall tiles/ stone as specified having joints of up to 5 mm width in total thickness, using epoxy grout of approved make and shade including PVC spacer, filling/ grouting, protecting tile, abro-tap and finishing complete as per direction of Engineer-in-charge.
a) Tiles/ stone of size 600 x 600 mm x minimum 9mm thick
229
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Ceramic tiles - For flooring fixing with cement mortar
Providing and laying 6mm to 8mm thick Ceramic tiles of any shade (uniform), any size and any shape for flooring in required design and patterns as per the drawings, laid over average bedding 40 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), and jointed with grey cement slurry mixed with pigment to match the shade of the tiles, including cleaning and, curing etc. all complete as specified and as directed by the Engineer-in-Charge :
Rate shall be inclusive of ceramic tile (as per approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour etc complete.
536
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Ceramic tiles - For dado/skirting/risers fixing with adhesive
Providing and laying 6mm to 8mm thick Ceramic tiles of any shade (uniform), any size and any shape in dado, skirting, risers of steps and pillars laid in any pattern over any type of levelled surface fixed with minimum 6mm thick cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477 of approved make and jointed with grey cement slurry mixed with pigment to match the shade of the tiles, including cleaning and curing etc. all complete as specified and as directed by the Engineer-in-Charge.
Rate shall be inclusive of ceramic tile (as per approved sample), adhesive for fixing, cement slurry, matching pigment, all labour etc complete.
3297
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Kota stones - for flooring/ trade/riser/coping - fixing with cement mortar
Providing and laying machine-cut 25 mm thickness Kota stones specified finish, any shade (uniform), any size, and any shape for flooring/ trade/riser/coping in required design and patterns as per the drawings, laid over an average bedding of up to 40 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), and joined (paper joint) with grey/white cement slurry mixed with a pigment to match the shade of the slabs, including finishing, rubbing, curing, polishing, cleaning, protection, scaffolding, wastage, etc. all complete, for all levels, all floors, all heights, as specified and as directed by the Engineer-in-Charge. stone slabs to have pencil corners and polished at the exposed edges in even and uniform thickness wherever required. The rate shall be inclusive of Kota stones (as per the approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour, etc complete, but excluding additional cement mortar bedding/concrete screed bedding (if required as per the drawing) which shall be payable under the relevant Tender items. The Contractor shall arrange loose samples for approval from the Engineer-in-Charge before mass execution. The actual laid area of the Kota stones shall be measured for payment without considering any wastage.
162
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20mm to 25mm thick Precast Pattern tiles flooring/skirting
Providing and laying approximate 20mm to 25mm thick Precast Pattern tiles flooring/skirting in the required size, colour, shade, design, and patterns as per the drawings and having strength not less than 4N/mm2, Thickness of wearing layer not less than 10-12mm with graded stone/ marble chips of size up to 12 mm, laid over average bedding 20 mm thick cement mortar 1:4 (1 cement:4 coarse sand) in flooring, skirting, etc. and fit jointed with grey/white cement slurry mixed with pigment to match the shade of the tiles, including rubbing, curing and polishing up to the satisfaction of the engineer in charge and all complete as specified and as directed by the Engineer-in-Charge. The rate shall be inclusive of Precast terrazzo/pattern tiles (as per approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour, finishing, protection coating, etc complete for all floors, all level, all height as directed by the engineer in charge. Sample shall be approved before starting the work. Mock-up shall be carried out as per approved sample.
The area of laid concrete terrazzo tile flooring shall be measured for payment.
41
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Cast-in-situ Concrete terrazzo flooring
Providing and laying cast in situ Terrazzo finish natural stone chips flooring as per approved make, monolithic in appearance, in the required size, color, shade, design, and patterns as per the drawings and desired finish with under layer of 12 to 20 mm thick 1:2:4 - 1 Cement:2 Sand: 4 aggregate and top layer 15 to 18 mm thick stone chips of any shade, of sizes from 7 mm to 10 mm nominal size, laid in cement-marble powder/Dolomite mix 3:1 (3 cement: 1 marble powder by weight) in the proportion of 4:7 (4 cement-marble/Dolomite powder mix: 7 stone chips by volume) with the matching shade of pigment in grey and/or white cement of required proportion to achieve desire shade, etc. complete including rubbing, curing up to required time and approved method, finishing, and polishing up to the satisfaction of the engineer in charge and all complete as specified and as directed by the Engineer-in-Charge. The contractor shall make sure to prevent any imperfection i.e. cracks/pinholes etc. in the flooring. The sample shall be approved before starting the work. The Mock-up shall be carried out as per the approved sample. The rate shall be inclusive of the base coat, Top coat- the casting of terrazzo, divider strip of approved material and size, curing, cleaning, mirror polishing up to the satisfaction of the engineer in charge, finishing, protection coating, loading, unloading, sealer coat, etc. complete as directed by the engineer in charge. The architect and the Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up.
The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. The area of laid concrete terrazzo flooring shall be measured for payment.
5062
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IPS Flooring
Providing and laying IPS (Indian Pattern stone) flooring as per approved make, made of under layer up to 40 mm thick 1:2:4 - 1 Cement:2 Sand: 4 aggregate and 5 mm to 8 mm thick top layer made out of 3:1:1 (3 Cement: 1 Sand: 1 Marble/dolomite powder mixed with required color/shade pigment to achieve the desired shade, monolithic in appearance, in the required size, color, shape, shade, design, and patterns in different color as per the drawings, laid on a leveled surface, etc. complete as per design/drawing including rubbing, curing, finishing, polishing, and sealer coat up to the satisfaction of the engineer in charge and all complete as specified and as directed by the Engineer-in-Charge. The contractor shall make sure to prevent any imperfection i.e. cracks etc. in the flooring. The sample shall be approved before starting the work. The Mock-up shall be carried out as per the approved sample. The rate shall be inclusive of the casting of IPS flooring, divider strip of approved material and size, curing, cleaning, mirror polishing up to the satisfaction of the engineer in charge, finishing, protection coating, loading, unloading, sealer coat, etc. complete as directed by the engineer in charge. The architect and Engineer in charge reserve the right to reject part or all work of substandard or not in confirmation to the approved sample as per mock-up.
The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in charge. The area of laid IPS flooring shall be measured for payment.
4985
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Additional Floor bedding with Cement mortar : Providing and laying cement mortar 1:4 (1 cement : 4 coarse sand) for additional thickness below flooring item required for gradient and as per drawing and as directed by engineer in charge including spreading as per gradient, levelling, finishing, curing etc complete as directed by Engineer in charge.
217
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WALL PANELLING WORK
Note : 1) Contractor shall prepare shop drawing based on concept drawing/ design for all false ceiling, panelling and partition work co-ordinate with services and get approved by Engineer in charge before execution of work.
2) All veneer and wood shall be FSC (Forest Stewardship Council) & Green Guard Certified.
3) All Manufactured products shall be with at least 5% recycled content.
4) Sample of all loose material and mock-up shall be approved by Engineer in charge.
5) Any wood / wood base material / plywood / MDF Board shall be treated with antitermite treatment as per relevant IS before use. Rates are inclusive of anti-termite treatment of all such members.
6) Contractor shall co-ordinate for all services in wall panelling/ ceiling work i.e. making openings for light fittings, switch board, electrical points, grills, diffusers, cut-outs for any services, provision of addition framing member for strengthen, making good as per satisfaction of Engineer in charge.
7) All elements shall be factory fabricated and finished, only final finishing to be made on site with all precautions.
8) Contractor shall coordinate all services work (cutouts and provisions) in all type of wall panelling, false ceiling, partition, pelmet and other interior work. All cutout and services provisions shall be finished at factory/ work shop.
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Mirror with wooden frame
Providing and fixing 6mm thick extra clear mirror (with low iron content) of approve make in any shape and sizes with kiln seasoned termite treated superior class Teak wooden frame of size upto 100mm x 38mm and as per drawing. Wooden framing shall be with some carving, moulding work as per intent and water based exterior grade PU polished. Cement bonded particle board/ cement fibre board of minimum 6 mm thickness shall be fixed to wall with SS 304 screw/ fastener in proper plumb and level. Mirror shall be fixed with silicon sealant/ double sided tape on cement board. Wooden frame shall be fixed at periphery of glass in good workmanship manner etc. complete at all floors, all levels, all heights as directed by Engineer-in-charge. Rate shall be inclusive of mirror, cement bonded particle board/ fibre cement board, wooden framing including moulding, carving, adhesive, double sided tape, screw, fasteners, PU polish and all required accessories. Out to out area of mirror with wooden frame shall be considered for payment without any wastage.
12
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Providing and fixing 19 mm thick plywood BWP grade (IS – 710) of approved make having, density minimum 600 Kg/m3, emission levels as per E-1 formaldehyde, for plain lining/ cladding/ ceiling work, pelmet or any interior work in any design, any pattern, any shape with necessary screws, for all height all level etc complete as directed by Engineer-in-Charge. Rate shall be inclusive of 6mm thick peripheral beading of all around to ply (width of beading as per ply + finish surface) as per drawing.
Veneer/Laminate or any other finish shall be paid in the relevant tender item.
3
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Urinal Partition - solid compact laminated sheet
Providing and fixing 18mm thick Urinal Partitions of approved make, shade, texture (same on both side), made of solid compact laminated sheet. Compact Laminate sheet shall be anti bacterial made with core of phenol resin treat papers with black colour top layer treated with special melamine resin under high pressure and temperature, which shall be resistant to heat, bacteria, water, chemical, scratch and impact. Finished product shall be as per approved texture, shade and developed according to IS-2046 and BS-476/97 standards. The partition shall include necessary hardware fittings, made out of SS-316, as per manufacturer’s specifications and approved by Engineer in charge. Hardware used for fixing shall consist of - 1) SS 316 right angle brackets or in full length at both side
2) SS Screws 316 & P.V.C Wall Plugs
Actual area of compact sheet shall be measured for payment. Rate shall be inclusive of all material, labour, fixing with all hardware.
9
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Toilet cubical - without bottom support
Providing and fixing wall hanging/ top hanging (without bottom support) toilet/ shower cubical systems of approved make in required size partition and door width with 18mm thick antibacterial, antifungal conforming to latest and applicable IS: 2046-1995, EN 438:2016 with Green guard Certification, including doors, pilasters & intermediate panels, which shall be resistant to heat, bacteria, water, chemical, scratch, termite and impact. Compact board shall be resistance to water immersion through permissible increase on thickness and mass 0.60% and board density 1.35kg/cm3 and manufactured under EN438-2&3:2005 standard. Compact panel shall be of approved shade, texture and make.
The top supporting system shall be run above the ceiling. To strengthen and support the system and it shall be settled on end walls with MS member. Mid panels and Pilaster will be fixed with box top support of SS (316 grade).
72
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The intermediate panels will be attached to the wall with the help of approved SS channels (grade316) and all required hardware, made up of stainless steel as per manufacturer’s specification. Door knob, gravity hinges, Thumb turn locksets with occupancy indicators, coat hooks with door stopper, U channel, top rail with corner connector, adjustable foot/ pedestal, Rubber noise deafening tape, screw & wall plugs shall be approved under the instruction of Engineer-in-charge. All screw shall be of SS 316 grade in stain finish. All pilasters are supported by SS 306 bottom cladding. The floor with a clearance height up to 110 mm.
Cubical shall be procured and install from system manufacturers and not self made and assembled. Dimensions of the cubical system shall be as per conceptual drawing and as per site condition.
Contractor shall prepare shop drawing with all hardware and accessories for approval before execution. Work shall be carried out as per approved shop drawing.
Note:- Total Area of Board (used in door or in front or in partition) shall be measured for payment which will include cost of all SS fittings, SS pilasters mentioned in the item. However, MS work, if required, for suspending cubicle system shall be paid in relevant item.
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PAINTING/POLISHING WORKS
Note:-
1) All adhesives, sealants & paint shall be water based, with low VOC content with acceptable VOC content and lead free. 2) Paint shall be applied after thoroughly brushing the surfaces, free from mortar dropping and other foreign matter, preparing the surface even and sand papered smooth etc, after applying every coat of putty and primer complete.
3) Contractor shall furnish warranty paper, wherever applicable. 4) If necessary more coats shall be applied till the surface presents a uniform appearance without any extra cost.
5) Paint shall be applied with any means (i.e. brush, roller, spray etc)
6) Contractor shall prepare sample of minimum three shades as suggested by engineer in charge for approval.
7) The rate shall be applicable for all floor, all level, all height by any means of scaffolding.
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White cement-based putty Providing and applying white cement-based putty of average thickness 1 mm, of approved make and manufacturer, over any surface to prepare the surface even and smooth complete for all floor all height all levels.
36548
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Primer Providing and applying two priming coats with the primer of approved make and manufacture, having low VOC (Volatile Organic Compound) content, Modified acrylic, water-based alkali-resistant primer with low VOC over any surface to complete for all floors all heights all levels.
32111
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Acrylic emulsion paint - interior grade
Providing and applying premium acrylic emulsion paint (superior quality) of interior grade Two coats of interior grade premium acrylic emulsion paint of approved make and shade with highly washable, Anti fungal, anti bacterial, scratch resistant and scrub resistance property, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, on wall/ ceiling/ false ceiling/ partition etc including applying additional coats wherever required to achieve even shade and colour.
31470
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Acrylic emulsion paint with primer - Exterior grade
Providing and applying 100% Acrylic Smooth exterior paint with exterior primer of Two or more coats of paint including required number of priming coat of exterior primer as per manufacturer's specification of approved make and shade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of required shade over any surface to complete for all floors all heights all levels. Exterior paint and primer shall have minimum 7 years warranty.
70275
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White washing/Colour Washing with lime
White wash with lime on any surfaces (Min 3 coats with brush) to give an even shade at all heights/ all levels/ all floors including scraping the existing painted surface (if required), thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter including necessary scafolding, tools, tackels for all height all level etc. complete as directed by enginweer in charge.
397
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Acrylic washable distemper
Providing and applying water bound Acrylic washable distemper (minimum 3 coats) of approved make and of approved color & shade, on newly dry interior plastered surface at all heights to give an even shade, including applying required coats (min three coats) of white cement based readymade putty of approved make after thoroughly brushing the surfaces free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth etc. complete after applying every coat of putty. Priming coat of cement primer (water or solvent based) is to be applied on puttty etc. complete as directed by engineer-in-charge. Sample to be approved before starting of the work. The rates shall include the cost of filler for filling the cracks on surface and excluding putty & primer. Putty & Primer cost shall be paid in relevant item.
245
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Acrylic polymer based texture
Providing and applying the external finish of average 2 to 3mm thick acrylic polymer based texture of approved make and pattern with standard tool and applicator as specified by manufacturer on exterior surfaces at all heights including scaffolding to give even shades including thoroughly brushing the surfaces free from mortar dropping and other foreign matter and sand paper smoothed etc. complete as per the manufacture specifications and up to the satisfaction of Engineer in-charge/ Architect. The rate includes making of grooves, pattas and finishing as directed by Architect/ EIC. Paint shall be measured and paid in separate tender item. (Item should be executed by approved applicator only.)
44
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Enamel Paint on Wooden Surfaces
Providing & applying minimum three coats of enamel paint (1 coat of wood primer and 3 coat of enamel paint) of approved make and shade on Internal/ external wooden door window or any other surfaces of Glossy, flat, pearl luster and Matt finish, at all heights, all levels to give an even shade, including thoroughly brushing the free from mortar droppings and other foreign matter and sand papering (with 400 to 500 grit size sand papered) smooth etc. complete. The paint shall be applied after applying a coat of primer (wood primer) and required coats (min one coat) of wooden putty.
Elevation Area of Painted surface of wooden element shall be measured for payment. Patta/bend lessthan 300 mm and carving/ornamental motif etc. depth upto 300 mm in same wooden element for which paint to be done shall not be measured for payment seprately.
4163
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Enamel Paint on Metal Surfaces
Providing & applying minimum four coats of enamel paint on all surfaces of existing metal element/ member including proper surface preparation (i.e. sand papering to remove existing paint, rusting, removing foreign matter, and making smooth, etc), metal putty (if required), applying 2 coat zinc chromate yellow oxide primer and minimum 2 coat of enamel paint of approved make, shade, finish as per manufacturer's specification, all heights/ all levels/ all shapes & sizes with all leads & lifts for existing work of any type of metal section like rolled steel sections, hollow sections, plates, chequered plates, bar, sheet, rod, threaded bolt etc. all confirming to latest relevant IS codes for the metal elements i.e. railings, truss, purlin, grill, pole, foundation plate & bolt, platforms, brackets, fencing pole, electrical elements etc of glossy, flat, pearl luster and matt finish, etc. complete.
Elevation Area of Painted surface of Metal element shall be measured for payment. Patta/bend less than 300 mm and carving/ornamental motif etc. depth upto 300 mm in same metal element for which paint to be done shall not be measured for payment seprately.
12
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ROOFING WORK
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Pre-coated galvanized iron profile sheets:
Providing and fixing pre-coated galvanized iron profile sheets (size, shape, and pitch of corrugation as approved by the Engineer-in-Charge), with a total coated thickness of 0.50 mm (base metal thickness of 0.45 mm and a coating thickness of 0.05 mm). The sheets shall have a zinc coating of 120 grams per sqm as per IS: 277, in 240 MPa steel grade, with a 5-7 micron epoxy primer on both sides and a 15-18 micron polyester top coat.
The sheets shall be supplied with a protective guard film of at least 25 microns to prevent scratches during transportation and shall be available in single lengths up to 12 metres or as specified by the Engineer-in-Charge. The sheets shall be fixed using self-drilling/self-tapping screws (size 5.5 x 55 mm) with EPDM seals, suitable for any pitch, on horizontal, vertical, or curved surfaces.
The work includes cutting to size and shape where required but excludes the cost of purlins, rafters, and trusses. The actual installed plan area of the GI profile sheets will be measured for payment, excluding any wastage.
200
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Roofing accessories - gutter/flashing/ridge (600 mm over all girth)
Providing and fixing pre-coated galvanized steel sheet roofing accessories, including gutters, flashings, and ridges, with an overall girth of 600 mm. The accessories shall have a total coated thickness of 0.50 mm (base metal thickness of 0.45 mm and coating thickness of 0.05 mm), with a zinc coating of 120 grams per square metre as per IS: 277, in 240 MPa steel grade. The sheets shall be coated with a 5-7 micron epoxy primer on both sides and a 15-18 micron polyester top coat.
The accessories shall be fixed using self-drilling/self-tapping screws, as directed by the Engineer-in-Charge, for all floors, levels, and heights. The actual installed length of the gutters, flashings, and ridges will be measured for payment, excluding any wastage.
50
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Sandwich panels for roofing
Providing and fixing pre-painted sandwich panels for roofing, of an approved make. The panels shall feature PPGL type 35/250 profile sheets, SMP coated, with a thickness of 0.5 mm (TCT) for both external and internal surfaces, and light profiling at the bottom, with a guard film on both sides. The insulation core shall be rigid PIR insulation with a minimum density of 40 kg/m³ and a minimum thickness of 50 mm at the valley.
The rate shall include all necessary accessories such as fasteners, washers, stitch rivets, lap sealant, fillers, gable and eaves flashings, and ridges, using the same material as the panel skins. The work will involve sealing laps with sealant, protecting exposed ends, and ensuring proper installation as directed by the Engineer-in-Charge for all floors, all levels, and all heights.
The panels shall be procured in the approved colour and brand. The actual installed plan area of the sandwich panels will be measured for payment, excluding any wastage.
1018
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