NIT No. 665/TC/2026-27

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :- (i) Girth from 300 mm to 600 mm

Girth beyond 600 mm to 900 mm

Clearing and Grubbing Road Land .(road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including all leads and lifts removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section200.) A.) In area of light jungle

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in (i) Lime / Cement Concrete (A) Lime Concrete, cement concrete grade M-10 and below

B Cement Concrete Grade M-15 & M-20 Cum. 348.00

C Pre-stressed / Reinforced cement concrete grade M-20 & above

Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead upto 1000 meter and as per relevant clauses of section-200.

Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead upto 1000 meter and as per relevant clauses of section-200.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in (ix) Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes. (A) Up to 1000 mm dia

Above to 1000 mm dia

Excavation in Soil (by Mechanical Means.)Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. 3.3 Excavation in ordinary rock including loadi

Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3.

Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment/sub-grade with approved materials having required C.B.R.for embankment/sub-grade (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)

Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 . Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material

Grading-III Material

For Lower Sub-base with (ii) Grading-VI Material

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)

Construction of Median and Island with Soil Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per

Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.

Plain cement concrete complete as per drawing and Technical Specifications

Providing & Laying precast interlocking concrete block of minimum compressive strength of 300kg/sq.cm and approved size, shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc.complete as per IRC-SP-63-2004.A)60mm thick Plain precast interlock concrete block- 60mm thick Polymer coated coloured precast interlock concrete blocks (A) 60mm thick precast interlocking concrete block of C.C. M-30 grade on Footpath/Cycle Track (i) Plain precast interlock concrete block

Polymer coated coloured precast interlock concrete blocks

80mm thick precast interlocking concrete block of C.C. M-40 grade on Area of Light Traffic/residential streets Polymer coated coloured precast interlock concrete blocks (ii) 80mm thick Polymer coated coloured precast interlock concrete blocks

Prime coat Providing and applying primer coat with bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm.

Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm

Dense Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the het mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects. (A) With sensor paver finisher (ii) for Grading II (26.5 mm nominal size bitumen content

Bituminous Concrete Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) (A) With sensor paver (iv) for Grading II (13.2 mm nominal Aggregate size) with CRMB 60- 6.0 %

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)

Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)

Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Retro- reflectrorized Traffic signs as per clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign over reflectrorized sheeting of required grade confirming to ASTM D 4956 as per IRC:67-2022 made of retro- reflective type sheeting fixed over aluminum sheeting/Alumimium composite material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance ,supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coat of redoxide paint as per clause 7.2 of IRC:67-2022) (Note: The details of manufacturer,type of sheeting,month and year of installation,project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sing board.) (a) With Aluminium Sheeting of 2 mm thickness (i) 900 mm equilateral triangle

900 mm high octagon

Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro-reflectorized sign over reflectrorize sheeting of required grade confirming to ASTM D 4956 as per IRC:67-2022 made of retro- reflective type sheeting fixed over aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance,supported on a mild steel back frame of ISA 40x40x5 mm and mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paint or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer,type of sheeting,month and year of installation ,project details and other details along with QR code as detailed in clause 13.2 and Annexure -VII of IRC:67-2022 shall be Printed on back side of the sing board.) (I) With Aluminium Sheeting of 2 mm thick (A) Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I Confirming to Table 6.3 of IRC:67-2022 (For ODR &Village Roads)

Overhead Signs as per Clause 8.2. Providing and erecting overhead signs including fixing of retro-reflectrorized sheeting digitally printed of Class-C Micro prismatic grade type -XI confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting vide clause 801.3,fixed over Aluminium sheeting of overall thickness 2 mm including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance,with appropriately supported by a mild steel back fram of ISA 40x40x5 mm including all panels supported by diagonal members and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating as per clause 7.2 of IRC:67-2022) and errecting the sign board mounted over back supoort frame with vertical and lateral clearance as per clause 802.3 and 802.3 and relevant clauses and installed over a designed support system as per clause 802.6 of aluminum alloy or galvanized steel trestles and trusses of sections and typer as per structural design requirements and approved plans, (Note: The Details of manufacturer,type of sheeting,month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure -VII of IRC:67-2022 shall be printed on back side of the sign board. (A) Truss and Vertical Support of aluminium alloy or galvanised steel

Class-C Microprizmatic Grade sheeting of Type XI,fixed over 2mm thick Aluminium sheet as detailed above, for ove head sing

Painting on Concrete Surfaces (A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) (i) Over 10 cm in width

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.

Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast)

Hectometer stone (Precast)

Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.

Providing & Fixing Hazard Marker Partial Reflective hazard marker as per clause 15.66 of IRC 67-2022, made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS: 2062 Painted with one coat of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm alternative bands of yellow Retro- Reflective Sheeting of Micro Prismatic Grade pasted as per IRC:79 and black paint, including back frame made of angle Iron post of size 25x25x3 mm mounted over one MS angle Iron post of size 50x50x6 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. (I) One Way Object Hazard Marker Size 300x900mm (B) Made of Class-B Micro Prismatic Grade Sheeting of Type XI (for MDR,ODR & Village Roads)

Supply and Installation of Road Delineator ( Road way delineators). The Structure shall be manufactured of mild steel with pure polyester powder coating in black colour with minimum thickness of 40 micron for protection against corrosion. The delineator shall have retro-reflective sheeting of white colour with Type-XI specifications as per IRC:67-2022 and ASTM D 4956 on both the faces to ensure the clear visibility of of the road alignment during night time to achieve enhanced visibility of the curved portion of the road. to Prevent complete vandalism of above, the reflective sheeting shall be housed with concealed edges. The delineator shall confirm to clause 3 of IRC:79-2019,it shall have an ellipsoidal or circular design and shall be 800 to 900 mm above the ground and shall extend 200 to 300 mm below the ground fixed in foundation of 300x300x400 mm size block of cement concrete M-15. The execution shall be as per clause 806 of MoRTH specification for Road and Bridge Works.

Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100mm x 50mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 meters high above ground, 2 m centre to centre, complete as per approved drawings.

Providing and fixing Solar Blinker Light 300 mm dia, LED Aspect made of FRP/Poly carbonate with battery backup of 48 hours fitted on 100 mm dia MS pipe - 3.5 metre long from the ground level, firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 60cm x 60cm x 90cm, below ground level.

Metal Beam Crash Barrier (A) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.

Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811.3

Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H (RW/NH-33023 /10/97-DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H Specifications.The height,width and length shall not exceed 50 mm,100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm.on each side and slope to the baee shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/-2 mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling hoels on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in charge.

Providing and fixing of Route Marker Sign Board Route marker Sign digitally printed over of Class-C Micro Prismatic Grade Retro-reflective Sheeting of Type XI including lamination to protect from fading due to wheather effect as per IRC:67-2022 vide clause 801.3,fixed over Aluminum Sheeting /Aluminum Composite Material (ACM) sheeting including application of fluorocarbon coating applied work exposed surface of aluminium to ensure corrosion resistance ,supported on a mild steel back frame of ISA 40x40x5 mm and mild steel angle iron post 75mm x75mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per relevant clauses of IRC:67-2022) The Route Marker board and Definition board shall be as per clause 22 of IRC:67-2022 and of sizes 600mmx800mm and 300 mmx250 mm respectively. (I) With Aluminium Sheeting 2 mm Thick (B) Route Marker Sing Board Without Definition Plate

Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia. complying to IS:458,across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills,excluding constructing head walls at ends, providing a fill of granular material over top and sides of RCC pipes, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98 and approved drawings. (A) NP-3 Pipe (ii) Double row for two utility service

Dry Lean Cement Concrete Sub-base Construction of dry lean cement concrete Sub-base as per IRC:SP-49 over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form/ fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602. (A) Using Slip Form Paver (i) With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum.

Plain cement concrete complete as per drawing and Technical Specifications (ii) PCC Grade M 20

Planting and Maintaining of Flowering Plants and Shrubs (a) Planting flowering plants and shrubs in central verge i/c digging trenches, filling earth & farm manure.

Maintenance of flowering plants and shrubs in central verge for one year

Construction of RCC Drain/Cover/Chamber (i) Excavation for drain chamber by Mannual means (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement, with RCC M-20

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications.

Construction of RCC open drain (a) Construction of RCC open drain with width 1.0m or 0.8 m (inside dimension) and average depth from inlet to outlet 1.0m or 0.8m (maintaing slope as per site conditions) with 150 mm thick RCC M-25 walls, 150 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 10mm dia horizontal bars @ 150 mm c/c and U-shaped 10 mm dia bars @ 150 mm c/c including cutting, bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer, compaction by vibration etc complete as per drawings and technical specifications. (i) 1.0 m width X 1.0m average depth

Construction of RCC open drain (b) Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including xcavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting, bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer, compaction by vibration etc complete as per drawings and technical specifications. (i) 0.60 m width X 0.60 m average depth

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per Clause 304,loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-charge. Ordinary soil Upto 3M depth

Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15

Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirement of flush jointing of pipes for culverts including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (D) 1000 mm dia.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material).as per section 304. (A) Ordinary soil (i) Upto 3M depth

Sand Filling in Foundation Trenches as per Drawing & Technical Specifications 304.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. as per section 1500,1700 & 2100. (A) Using batch type concrete mixer with integrated weigher. (i) PCC Grade M15

PCC Grade M20

With Batching Plant, Transit mixer and Concrete pump (vi) RCC Grade M30

PCC Grade M25

PCC Grade M20

Using concrete mixer (vi) RCC Grade M25

Providing and laying Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (A) Height upto 5m (a) Using batch concrete Mixer with integrated weigher. (ii) P.C.C. Grade M-20

Height upto 5m (a) Using batch concrete Mixer with integrated weigher. (i) RCC Grade M20

R.C.C. Grade M-25

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (B) RCC Grade M 30 (I) For Solid Slab Super Structure (a) Using batch type Concrete Mixer with integrated (i) Height upto 5m

Supplying, fitting and placing HSD bar reinforcement in super-structure complete as per drawing and technical specifications as per section 1600

Filler joint (B) Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.

Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700.

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per latest IRC-5 & IRC-6, approved drawings and technical specifications.

Drainage Spouts complete as per approved drawing and Technical specifications of section 2705

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700

Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-25grade concrete with HYSD reinforcement conforming to IRC:21-2000 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III dated 24 June, 1994as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)

Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment cement Grouting with C.M 1:4 in Pitching og gap betwee stone/block complete as per drawing and Technical specifications as per section 2504. A Stone/Boulder

Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.

Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. 1.1.1) In all types of soils.

In ordinary rocks.

Extra for every additional lift of 1.5 m or part thereof. 1.6.1) All types of soils

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.1.3) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).

1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. (Note :Excess/ less cement used as per design mix is payable/ recoverable separately) 3.2.1) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.3.1) M-20 Grade

M-25 Grade

Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.

Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: 3.12.2) Thermo-Mechanically treated bars FE 500D

Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth.

Providing and fixing in expansion joint pre moulded cross linked polymer based filler as per IS:1838 (part III) of approved make including cutting to required size and shape etc complete. 3.23.3) 50 mm thick

Providing and applying for hermetically water proof sealing of vertical / horizontal expansion joint with approved make Poly Sulphide Sealant compound (two component elastomeric sealant) having 80% tensile modulus elongation, proper bonding with building surface complete with cleaning and preparing of building surface, applying polymer solvent primer, providing and fixing PU back up rod of suitable dia in expansion joint for core making, filling with Poly Sulphide Sealant (Sealant filling depth should be minimum half of the joint gap), finishing and smoothing the surface etc complete. The application shall be got done through the authorised applicator of the manufacture of compound 3.24.3) For gap 50 mm wide

Providing and fixing aluminium strip 1.60 mm thick on expansion joints with iron screws as per design to match the colour, shade of wall treatment .

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.1.1) Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Columns, Pillars, Piers and likes- rectangular or square in shape

Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Beams, lintels, cantilevers & walls

Window sills, anchor blocks, string course, bends, copings, bed plates and like.

Weather shade, chhajja, Cornices and mouldings

Wall of any thickness including attached pilasters, buttresses etc. in super structure.

Stair cases of all types excluding spiral and folded plate type, including risers and landings

Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

Supplying chlorpyrifos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified.

Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative cum preventive anti-termite treatment:(Five year service guarantee bond to be signed by contractor) 1.25.1) Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm

Treatment of inside of plinth masonry wall on using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall below plinth protection at the interval of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

Treatment of outer side of plinth masonry wall using diluted chemical emulsion @ 1.5 litre per hole, including drilling 12 mm diameter holes in plinth wall at the junction of floor at the interval of 300 mm and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand).

Carriage by mechanical transport upto 5 km lead: 1.26.1) Earth

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: 7.5.4) Cement Mortar 1:6 (1 cement : 6 coarse sand)

Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level. 7.11.2) Cement Mortar 1:4 (1 cement : 4 coarse sand)

Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level:

Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.

Providing and laying LIGHT WEIGHT CELLULAR CONCREAT block in block masonary of width 100/200 mm height 200/250/300 mm, length 400/500/600 mm (approved size) with cement mortar 1:6 (1 cement:6 course sand ) in superstructure.Block should have specific gravity 0.8 to 065 and crushing strength should not less than 3 N/Sqmm. (testing as per IS: 6441-1972)

Providing and making 6mm thick cement plaster of mix: 11.1.2) In Cement mortar 1:4 (1 cement : 4 fine sand)

Providing and making 12mm thick cement plaster of mix: 11.2.3) In Cement Mortar 1:5 (1 cement : 5 fine sand)

Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: 11.3.3) In Cement Mortar 1:5 (1 cement : 5 fine sand)

Neat Cement punning.

Providing and making 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand).

Providing and making pointing on brick work with cement Mortar 1:3 (1 cement : 3 fine sand) 11.37.3) Cut off weather struck pointing

Providing and making 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand) per cm width: 11.32.4) Drip course

Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare,JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work.

Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work .

Providing and applying Synthatic oil bound washable Distemper having VOC content less than 50gms/ lit. Minimum two coats up to final finish to give an even shade applied 1.25 kg / 10Sqm as per relevant I.S. Code 428:2000 (product such as Asian Tractor synthatic distemper , Berger Bison Lite , Dulux Magik , Birla Opus Style super smart) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.

Providing and applying exterior surface with PREMIUM HEAVY DUTY Glossy or Matt Finish Exterior Emulsion paint of required shade to give protective and water proof finish minimum three coats applied @ 1.43 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C , B & A ( Glossy / matt / Egg Shell finish )having high DFT and silicon aditive for elastomaric property (Product such as Asian Ultima ,Dulux Weathershield Maxx , Berger Weathercoat All Guard , Nerolac Excel Total , Nippon Durafresh Expert , Opus Tru Look) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work. (With 4 Year Warranty)

Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in cement concrete 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size), to carry a safe working load, excluding the cost of steel reinforcement but including the cost of boring with auger by manual means and making one bulb using suitable bulb enlarging tool by MANUAL MEANS with all instruments and arrangements required for boring true to vertical line etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap): 15.5.2) 300 mm dia piles

Providing and fixing in position impregnated fibre board confirming to IS: 1838 in expansion joints, including cost of primer, sealing compound all complete. 3.21.2) 25mm thick

Providing and placing in position angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for required length and drilling holes upto 10 mm dia as per requirement including priming coat with red oxide zinc chromate primer and placing the post/ strut in cement concrete block.

Providing and fixing concertina coil fencing with required dia 610 mm (having 50 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. 9.3.2) Electric resistance or induction butt welded tubes Grade-300

Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work.

Cement art Mural work

Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. 8.1.2) Sal, bijasal, benteak, khair, haldu

Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 8.12.2) 35 mm. thick (single leaf)

40 mm. thick (single leaf)

30 mm. thick (single leaf)

Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm.

Providing and fixing bright finished brass butt hinges with brass polished MS screws complete: 8.58.1) 125x85x5.50 mm (Heavy Type)

Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete: 8.60.1) 300x16mm

Providing and fixing brass door latch with brass polished MS screws complete: 8.61.2) 250x16x5 mm

Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete: 8.62.3) 150x10mm

Providing and fixing commercial grade water proof ply for wall paneling on wooden frame with necessary nails complete as required. 8.36.1) 19mm

Providing and fixing approved shade veneering on wood wall paneling complete as required.

Providing and fixing bright finished brass door handles with brass polished MS screws complete: 8.65.1) 125 mm

Providing and fixing bright finished brass hanging door stopper with necessary brass finished MS steel screws complete.

Extra for double leaf shutter instead of single leaf.

Providing & fixing 150mm antique/ SS finished brass floor door stopper with rubber cushion and antique/ SS polished MS screw complete to suit the shutter thickness.

Providing and fixing powder coated aluminium sliding door bolts with 16mm rod, necessary M.S. nuts bolts and screws etc complete. 8.126.1) 300x16mm

Providing and fixing powder coated aluminium tower bolts (Barrel type) with necessary M.S. screws etc complete. 8.128.1) 250 x10mm

Providing and fixing powder coated aluminium door handles 2.5mm thick with necessary M.S. screws etc complete. 8.129.1) 150 mm

Providing and fixing powder coated aluminium door mounted door stopper with necessary M.S. screws etc complete. 8.132.5) 100 mm long

Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete. 8.149.2) 125x1.9mm (light)

Providing and fixing 150mm bright finished brass floor door stopper with rubber cushion & brass polished MS screws etc complete to suit the shutter thickness.

Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc complete.

Providing and fixing Dash fastener (for fixing door/ window frames) on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. 8.4.3) Dash fastener 12x100mm

Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50m in height dimension comprising of uPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazed beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc/alloy body with single nylon rollers (weight bearing capacity to be 40Kg,)G.I. fasteners 100 x 8mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage o water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weater proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-charge .(Single/double glass panes, wire mesh and sillicon sealent shall be paid separately vide chapter no. 9.51,9.58,9.59 Respectively) Note : For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 8.166.D.2) Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2mm and single glazed bead of appropriate dimension. (Area of window above 1.75 sqm)

Providing and fixing factory made uPVC white colour fixed glazed window/ventilators comprising of uPVC multi- chambered frame and mullion(where ever required) extruded profile duly reinforced with 1.60 ± 0.2mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile).uPVC extruded glazing beads of appropriate dimension,EPDM gasket, G.I. fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitredcut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer- in - Charge.( Single/double glass panes and silicon sealant shall be paid separately vide chapter no. 9.51, 9.58,9.59 Respectively) Note : For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 8.164.B.1) Fixed window/ventilatormade of (smallseries) frame 47 x 50mm & mullion 47 x68 mm both having wall thickness of 1.9 ± 0.2mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm)

Providing and fixing factory made uPVC white colour casement/Casement fixed glazed door comprising of uPVC multichambered frame, sash and mullion(where ever required) extruded profiles duly reinforced with 1.6 ± 0.2mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile, uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key,G.I. fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holesfor fixing hardware's and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-charge.(Single/Double glass panes and silicon sealent shall be paid separately vide chapter no. 9.51,9.58,9.59 Respectively). Note: For uPVC frame, sash and mullion extructed profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 8.165.C.2) Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9mm) made of (big series) frame 67 x 64mm,sash 67 x 110mm & mullion 67 x 80mm all having wall thickness of 2.3 ± 0.2mm and single glazing bead/double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm)

Providing and fixing casement handle made of zinc alloy ed ( white powder coated) for uPVC casement window with necessary screws etc. complete

Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete

Providing and fixing steel roller for uPVC sliding door with necessary screws etc.complete

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. 9.6.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

Providing and fixing concertina coil fencing with required dia 610 mm (having 50 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Providing and fixing in position chain linked steel wire fabric made of 4 mm dia G.I. wire of required width in mesh to concrete/ wooden/ angle iron posts including securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins etc., complete. 9.43.1) Aperture 50x50mm

Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately: 9.47.1) For fixed portion

For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/neoprene gasket required (Fittings shall be paid for separately).

Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized.

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): 9.51.6) With float TOUGHENED glass of 5mm thickness

Providing and fixing stainless wire gauge of average width of aperture 1.56mm with wire of 0.35mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete.

Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. 9.57.2) SS Grade 304

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.

Providing and fixing Special Designer glass film over glazed doors,windows & partition etc. complete

Providing and fixing clear float toughened glass door or partition in required thickness frameless in appropriated size inclusive of edge molding polish and making required size slot or hole for patch fitting/hardware etc. The glass to be assembled together with patch fitting and hardware in proper alignment with all labour tools and tackles etc. complete. (Patch fittings and hardware to be paid for separately) 9.63.2) 10mm thick for door/partition

Providing and fixing chicken mesh weighting not less than 250 gms/sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.

Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 12.3.2) 50 mm thick

25mm wooden planking tongued and grooved in flooring including fixing with iron screws complete with: 12.68.1) Teak wood

38 mm thick parquet (wood blocks) flooring of teak wood laid over 25mm thick leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm nominal size) to be paid separately coated with thin layer of hot bitumen (blown type) @ 2.45 kg/ sqm including fixing blocks after dipping in hot bitumen (blown type) upto half depth planned, leveled, smooth and finished complete.

Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm 12.65.2) Pigment Coloured (rubber mould) precast interlock concrete blocks

Extra for plaining the lower surface of wooden planking

Providing and fixing in position homogeneous P.V.C. quartz reinforced floor covering tiles conforming to I.S. 3462/1986 of size 300x300 mm over existing smooth and finished surface including removal of dust etc. from existing floor and laying approved adhesive (Dunlop S- 758, Fevicol SR 998 or equivalent) at the rate of 0.25 kg/ sqm including rolling with light wooden roller weighing about 5 kg etc. complete. 12.72.3) 3 mm thick tiles (Weight 6 kg per sqm)

Providing and Fixing rectified glazed ceramic floor tiles of 1st quality conforming to IS: 15622-2017 of approved make,in all colours shade over 20mm thick bed of cement mortar 1:3 (1 cement:3 course sand) and joining with grey cement slurry @ 3.3kg per sqm. including pointing in white cement mixed with matching pigment complete. 12.74.2) Size 400x400 mm thickness 7 to 8 mm

Size 600x600 mm thickness 8 to 9 mm

Providing and Fixing rectified glazed ceramic wall/dado tiles of 1st quality conforming to IS: 15622-2017 of approved make,in all colours shade in wall and dado over 12mm thick bed of cement mortar 1:3 (1 cement:3 course sand) and joining with grey cement slurry @ 3.3kg per sqm. including pointing in white cement mixed with matching pigment complete. 12.75.3) Size 400x800 mm thickness 7 to 9 mm

Size 300x600 mm thickness 7 to 8 mm

Providing and laying Matt/Glazed finish HOMOGENOUS ACROSS FULL BODY VITRIFIED floor tiles(heavy duty) with water absorption less than 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colours,shade and size mensioned below(+/- 10mm),laid on 20mm thick cement mortar 1:4 (1cement:4 course sand) including grouting th ejoints with white cement and matching pigments etc. complete. 12.78.1) Size 600x600 mm thickness 9 to 10 mm

Size 1000x1000 mm thickness 10 to 12 mm

Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles(heavy duty) with water absorption less than 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colours,shade and size mensioned below(+/- 10mm),laid on 20mm thick cement mortar 1:4 (1cement:4 course sand) including grouting th ejoints with white cement and matching pigments etc. complete. 12.79.4) Size 1200x1200 mm thickness 10 to 12 mm

15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m). 12.46.1) Granite stone grey/pink

Granite stone black

Granite stone lakha red/ shahi red

Extra for nosing in Granite stone for treads.

15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) 12.45.1) Granite stone grey/pink

Granite stone black

Granite stone lakha red/ shahi red

15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish. 13.6.2) Granite stone black

Granite stone lakha red/ shahi red

Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

Providing and fixing one side polished 25 mm thick RAJIM SAND STONE shelves fixed in walls in cement mortar 1:3 (1 cement : 3 coarse sand) including finishing complete. 13.24.1) One side polished

Both side polished

15mm thick Granite work (machine cut, table rubbed & mirror polished) for wall lining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with cement mortar 1:2 (1 white cement: 2 marble dust) mixed with matching pigment. (Area of slab should be over 0.5 sqm). 13.4.2) Granite stone black

Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 10.16.1) Ridges plain (500-600mm)

Gutter. (600 mm over all girth).

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx650 micron thick (0.65mm), finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.

Providing and applying 2mm thick white cement based Acrylic grade putty with minimum 3 coats applied @ 4.0 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Asian trucare, Berger Happy walls Putty , Birla Opus One pro smooth) to make the surface smooth and even with all tools tackles and labour etc. complete for the work . (This Item to be use in heigher grade painting works Item No. 14.65)

Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied @ 0.75 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C ( Glossy and Semi Glossy Finish) of required shade (Product such as Asian Apcolite Premium , Dulux Super Cover, Berger Easy Clean ,Nippon Breezee Metex Gold, Opus I-50 / Calista) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(with 3 year Warranty)

Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @ 1.40 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C (Glossy /Semi Glossy finish ) (Product such as Asian Apex ,Dulux Weather Shield Prima E900 , Berger Weathercoat Antidust , Nerolac Everlas Excel , Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(With 3Year Warranty.)

Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work.

Providing and applying Aluminium paint mimimum 2 coats in all metal surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite aluminium paint, Dulux Aliminium paint, Burger Superior Aluminium Paint) with all tools tackle and labour etc. complete for the work.

Providing and laying integral cement based water proofing treatment on roofs, balconies, terraces etc with average thickness of 120mm and minimum thickness at khurra as 65 mm, consisting of following operations including surface preparation: i) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement mixed with water proofing compound conforming to IS. 2645 over the RCC slab including adjoining walls upto 300mm height. ii) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) mixed with water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) mixed with water proofing compound conforming to IS : 2645 to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. iii) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645. iv) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) mixed with water proofing compound conforming to IS : 2645 including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. v) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order:

Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation: i) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Grading roof for water proofing treatment with:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and applying Polishing in high gloss/matt finish MELAMINE CLEAR POLISH on wood work in required color/wooden shade texture with following process in the sequence as detailed below:1.The surface to be polished is rubbed with sand paper 80/120 no. & then with sand paper of 160/180 nos.2.Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.3.On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing,then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4.On this, 1st coat of melamine polish is applied with spray gun using melamine clear polishand melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs.The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. Final coat to be done in 2 layers without gap of time. inclusive of providing abro tape on edges and article and cleaning of adjucent surface with all tools, tackles and labour etc. complete for the work.

Providing and applying acrylic modified resin EXTERIOR TEXTURED with special quality silica quartz plaster as an intermediate coating on external surface giving protective layer and decorative finish on plastered surface in approved design and shade (product such as Asian Apex Series Duracast Dulux weathersheald sandtax creation) as per manufacturer's specifications inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc.complete for the work. 14.70.1) 2.0mm thickness (average) having design scratched with leveled & smooth surface.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 19.6.4) 32 mm nominal outer dia pipes

40 mm nominal outer dia pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 19.5.1) 15 mm nominal outer dia .Pipes.

20 mm nominal outer dia .Pipes.

25 mm nominal outer dia .Pipes.

Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 19.9.1) 15 mm dia. nominal bore

32 mm dia. nominal bore

50 mm dia. nominal bore

Making connection of G.I. distribution branch in G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: (dia of main line to be measured) 19.10.2) 32 mm nominal bore

50 mm nominal bore

Providing and fixing gun metal non- return valve (vertical type) of approved quality (screwed end) : 19.19.4) 50 mm nominal bore

65 mm nominal bore

Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: 19.13.3) Stop cock (350 grams)

Cutting holes upto 30x30 cm in walls including making good the same :

Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof.

Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :

Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required: 19.14.1) Bib cock (400 grams)

Long body bib cock (500 grams)

Piller Cock (400 grams)

Two way bib cock (800 grams)

Stop cock (concealed) (600 grams)

Toilet paper holder

Soap dish plate

Towel rail (600mm long x 20mm dia)

Bottle trap set with extension pipes

Health foscet (hand jet) with flexible connection pipe (for WC)

Providing and fixing stainless steel drain jali of approved make/quality.

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 18.30.1) 5mm thick Mirror

Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 18.4.3) White wall hung type

Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: 18.13.1) Flat back half stall urinal of size 460x380x250mm

Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : 18.17.5) White Oval or round size 550x400mm.

Providing and fixing stainless steel AISI-304(18/8) wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : 18.20.2) Size 510x410 mm

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 18.25.2) 40 mm dia

Providing and fixing PVC waste coupling in wash basin/ sink. 18.26.2) 40 mm

Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 18.76.1) 75 mm dia pipe.

110 mm dia pipe.

150 mm dia pipe.

Extra for making opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including making necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete.

Providing and fixing 15mm thick Granite (machine cut, table rubbed & mirror polished on both sides) for partition curtain in toilets or similar locations of required size in wall with cement mortar 1:4 (1 cement : 4 coarse sand) including cutting chase in wall and joint with wall treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish. 13.17.2) Granite stone black

15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish. 13.6.2) Granite stone black

Providing and fixing one side polished 25 mm thick RAJIM SAND STONE shelves fixed in walls in cement mortar 1:3 (1 cement : 3 coarse sand) including finishing complete. 13.24.1) One side polished

Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 18.77.1) Tee/ Tee with door/ Bend 45°/ Bend 90° 18.77.1.1) 75 mm

Double "Y" with or without door 18.77.2.1) 75 mm

Vent covel 18.77.3.1) 75 mm

Access door cap 18.77.4.1) 75 mm

"P" trap 110mmx110mm long

Nahani trap 110x75mm

Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 18.78.1) 75 mm

Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/cm2, water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 20.3.3) 180x150 mm size P type

Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 20.7.4) Inside size 90x80 cm and 45 cm deep including RCC cover with frame 450x600 mm internal dimensions.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Providing and fixing at all height false ceiling consisting of frame work "W" / "U" / "L" sections made of G.I. sheet with zinc coating of grade 120 consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.55mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed including providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part-I all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting.

Extra for sunk or raised mouldings in the Gypsum board/ plaster of paris false ceiling.

Providing and fixing 2mm thick semi transparent polycarbonate profile roofing sheet of approved make and colour to make any normal roofing / covering and fixing as per manufacture specification at spacing not more than 1.2 m centre to centre with EPDM gasket and silicon sealant fixed with self drilling stainless steel screws all complete as per direction of Engineer-in-Charge.

Providing and Fixing false ceiling at all heights with 15 mm thick integral densified tegular edged light weight calcium silicate false ceiling tile reinforced with fibre and natural fibre false ceiling tiles of size 595x595 mm of approved texture,deesign and patterns (sach as cosmos spinton quatra golb) having NRC (Noice Reduction Coefficient) of 0.50 minimum as per IS: 8225-1987,Light reflectance of 85% minimum.Non combustible as per BS:476 (part-4),fibre performance as per BS:476 (part-6 & 7),humidity resistance of 100% thermal conductivity 0.148 to 0.050 w/m0KC as per ASTM :518-1991,weight 1.9 kg to 2.1 kg per tile 15 mm edge density having 450 kg/cum & 10 mm central portion of tile having 350 kg/cum in true horizontal level suspended on inter locking metal powder coated T-Grid of hot dipped galvanised iron sections of 0.40 mm thick on Silhouette Grid rotary stiched double webed white with 6 mm reveal profile (white/black) comprising of Main 'T' runner of size 15x42 mm of length 300 mm,cross-T of size 15x42 mm of length 1200 mm and secondary intermadiate cross-T of size 15x42 mm of length 600 mm to form grid module of size 600x600 mm,suspended from ceiling using galvanised mild steel items (galvanised @ 80 grams per sqm.) ie. 40 mm long,8 mm outer dia. M-6 dash fasteners,6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm.Galvanise iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm. to be fixed on periphery wall/parttion with the help of rawl plugs at 450 mm center to center and 40 mm long dry wall ss scews.The work shall be carried out as per specifications,drawing and as per direction of the Engineer-in Charge.Ceiling height up 3.5mt. from adjcent floor level..Extra height to be paid separately.

Providing and fixing of aluminium tile false ceiling comprising of Tile of size 600 x 600mm x 0.7mm. The Tile ends will be raised with pips and stops to ensure positive engagement into the spring to enable for de-mounting of individual panels. The Tile sides will be sufficiently high to ensure a minimum deflection across the length of Tile. All Tiles will be bevel edged. The Tile shall be powder coated. The Tile shall be clipped into clip-in profile made of 0.5mm thick G.I sheet. The clip-in profile shall be supported from slab by means hold on clamp with clip and 4mm dia G.I. rod fixed to ceiling rigidly. Wall trim box of size 15x30x15mm made from 0.4mm thick aluminium alloy sheet to be provided all along the wall to hold panels (only surface area of false ceiling is to be measured and no deductions for lights, diffusers, columns etc shall be made) 10.65.2) With perforated tiles having perforation with 2.5mm dia and 5mm center to center and pasted with non woven tissue on the back side

Providing and fixing wall paneling frame made of commercial grade 12mm thick water proof ply strips 100mm wide at 600mm apart center to center vertically and horizontally with necessary screws, wooden plugs etc complete as required.

Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 10 km (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking sludge at site including royalty, loading, unloading and carriage upto 10 km (sludge measured in stacks will be reduced by 8% for payment).

Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).

Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately).

Mixing earth and sludge or manure in proportion specified or directed.

Rough dressing the trenched ground including breaking clods.

Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.

Fine dressing the ground

Edging with modular well burnt clay bricks of crushing strength not less than 25kg/ sqcm laid dry length wise including excavation, refilling, consolidating with hand packing and spreading neatly surplus earth within a lead of 50 m :

Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: 22.25.1) Hedges like Alife, Dorenta, Tikoma etc

Furn like Arica, China etc (3 year old)

Hibiscus (Flower)/ Rose

Carpet grass

Providing and fixing M.S. flat iron tree guard 60cm dia. and 2m height above ground level formed of 4 nos. 25x6mm and 8 nos. 25x3mm vertical M.S. flats riveted to 3 nos. 25x6mm M.S. flat iron rings in two halves, bolted together with 8mm dia. and 30mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects.

Coursed rubble masonry (Second sort) with hard stone in Cement mortar 1:6 (1 cement : 6 coarse sand) upto plinth level.

Extra for coursed rubble masonry with hard stone (Second Sort) curved on plan for a mean radius not exceeding 6.0m

Transportation of different other material i/c loading & unloading

Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504.

Providing and fixing PVC panels false ceiling of approved colour,Texture and size of panels 300mm wide X 3500mm long. The panels are light weight,termite,rust proof and anti bacterial in nature and also water proof, fire retardent and maintence free in nature. but excluding the cost of frame.

Providing and fixing Glass Reinforced Concrete (G.R.C) screens in approved size, pattern, design, thickness and approved color from f M/S UniStone or equivalent approved. The screens should be made from '53 grade Cement manufactured by 'JK Cement or equivalent, Fine graded Quartz & Silica Sand, Alkali Resistant Glass Fiber manufactured by M.E.G. JAPAN' or equivalent, Super Plasticizers manufactured by 'BASF or equivalent, Polymers manufactured by 'BASF or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by BAYFERROX (Germany)' or equivalent. The material casting should take place in FRP Mould or equivalent. The fixing of Screens should be done with 'Dry Fixing methodology i.e. to be done with M.S. Galvanized 'L' shaped Clamps, dash fasteners and pins, as per approved shop drawings from Engineers in charge. Rates are inclusive of all the operations described above for all heights and leads including all scaffolding, staging. T&P and sundries eic.

Providing & laying Monier Concrete Roof Tiles fitting accessories. Monier Ridge Tile

Providing & laying Monier Concrete Roof Tiles fitting accessories. HIP STARTER RED

Providing & laying Monier Concrete Roof Tiles fitting accessories. 4 WAY RED

Providing & laying Monier Concrete Roof Tiles fitting accessories. TILE CLIP

Providing & laying Monier Concrete Roof Tiles fitting accessories. TOP FLEX RED TAPE

For Roof With Land Scaping /Terrace Garden Treatment :Providing and applying Solvent free two component Polyurethane spray applied waterproofing system (manufactured by BASF India ltd or equivalent product from Fosroc chemicals India pvt.Ltd MYK Schomborg or Ardex endura India Pvt.Ltd) on Landscape on horizontal and vertical face at 2 mm total thickness .i/c applying moisture insensitive epoxy primer broadcasting with sand after necessary surface preparation following by applying waterproofing membrane specification . The mixed product should have 100% solid content as per din 53213, density of 0.9-1.0g/cm3 ,tensile strength of 8-10 Mpa as per DIN 53504, fast setting less than 1 min and green certified

Anti Root Barrier: Providing and laying anti root barrier membrane of M/s E.I. Dupont (India0 pv.ltd., Master Seal 975 From BSF,OR equivalent approved to the location as shown in the drawings or as directed complete all as per manufactures specification. Root Barrier Shall be consisting of green colored Elvalloy polymer layer of approx /25 GSM ,fused onto Typar non woven polypropylene geotextile layer of 300 GSM, so that the total weight of the membrane is approx .325 GSM with nominal thickness of 0.8 mm. The membrane shall be loosely laid over the surface with an overlap of 50 mm between the adjoining rolls.

For terrace over pre layed PUF insulation : (i) Providing and laying roof insulation with 60 mm thick impervious sprayed closed cell free Rigid Polyurethane foam over deck insulation conforming to IS -12432 Pt. III (density of foam being 40-45 kg/Cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre,Waterproofing shall be spray applied directly above PUF insulation (as per specification, payable extra ) protection of waterproofing shall be done using 400 G polythene sheet and providing a wearing course with average 75 mm thick cement screed 1:2:4 (1 cement : 2 coarse sand : 4stone aggregate 20 mm nominal size ) in chequered rough finish, in panels of 2.5 mx 2.5m and embedding with 24G wire netting and sealing the joints with polymerized mastic ,all compete as per direction of Engineer-in- charge

(ii) For the area covered by solar reflective tile: Providing and applying solvent free two component Polyurethane spray applied waterproofing system (manufactured by BASF India Ltd or equivalent product from Fosroc chemicals India Pvt.Ltd MYK Schomborg or Ardex endura India Pvt.Ltd) over insulation horizontal and vertical face at 1.8 mm average thickness using specialized 2 component spray machine as per manufacture specification BASF or equivalent . The mixed product should have 100 % solid content as per 8-10 Mpa as pr DIN 53504,fast setting less than 1 min and green certified .consumption :2.2-2.4 sqmt

For exposed area of walls (U.V. STABLE TOP COAT) Protection of exposed waterproofing membrance with 2K-PU top coat, high solids, pigmented, UV stable for roofing systems and smooth surfaces. Providing and applying of Masterscal TC269 which is a pigmented, low viscosity, two component polyurethane topcoat. It cures to a elastic tough, hard wearing, glossing finish used over as top coat on Masterseal M800 water proofing system, coverage appx0.15-.20 kg/sqm. (characterics : Elongation at break (after 14 days) DIN53504 - 165: Tensile strength (after 14 days) DIN53504 - 12: Tear resistance (after 14days) DIN53515 - 70 manufactured by BASF India Ltd or equivelent product from Fosroc chemicals India Pvt.Ltd MYK Schomborg or Ardex endura India Pvt.Ltd)

Providing and fixing Heat Resistant Terrace Tile (300mmx300mmx10mm) with SRI (solar refractive index )> 78, solar reflection> 0.70 and initial emittance >0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement :4 coarse sand) and Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling / grouting and finishing complete as per direction of Engineer-in-charge.

Providing & Fixing Hydrophilic base 100 mm wide, 5 mm thick fixed at place of Concrete Joints during the execution of work. The Hydrophilic base jointing (resweallable water bar) having a swelling capacity of 800%

Providing of Water Proffing Treatement During Concreting: - Integral water proofing compound confirm to IS 2645 : 2003 should be used @ 200 gram as per consumption of every 50kg bag of cement mentioning with the low water cement ratio. After Concreting: - Cementation grouting to be adopted to honey comb area and bottom most construction joint with cement slurry and non-shrink grout material mix and grout by low pressure grouting machine. All the construction joints and junction of pipe should be Fixed with Polyurethane base "fleece jointing" tape having elongation with 100% as well as 0% water permeable with appropriate adhesion material. Applying of 2 Coats of high flexible cementitious coating at a consumption of 2.5 kg / sq. mtr achieving minimum 01 mm at the inner side in all respect of wall and floor complete. The Product should be having highly flexible polymer modified cementitious coating with a crack bridging ability up-to 1.5 mm with a resistant of 7 water bar pressure and also having a elongation properties with 80%.

Providing and Fixing of Floor Inlet in pool tank made with ABS material in which colour witch has unique design permits 360° dispersion of fresh water in the pool, incl. flange, gaskets & S/S-screws. Internal Ø 50 mm & 50mm slip. The Suction head should have capacity of water flow 12.0 m³/h. it should be totally resistant against pool chemicals.

Providing and fixing 4 steps Pool Ladder as per standard design on tank wall made with S.S.-304 grade pipe of 43 mm dia, width 500 mm, steps distance 250 mm to be fixed with maintaining distance of 180 mm from pool wall and to be fixed with required self expanding fastener etc. complete.

Providing and fixing 5 steps Pool Ladder as per standard design on tank wall made with S.S.-304 grade pipe of 43 mm dia, width 500 mm, steps distance 250 mm to be fixed with maintaining distance of 180 mm from pool wall and to be fixed with required self expanding fastener etc. complete.

Providing and fixing Polypropylene grating at Dack level above over flow drain channel made with 35 x 295mm Polypropylene pieces will be jointed with push & fix arangment. (approx. 45 pieces per meter)

Providing and fixing Semi transparent polyethelene tank with external scale for checking tank capacity of 500 Ltrs.

Providing and installation of Agitators in the tanks which are having steering grip on Bakelite, 25 mm dia stirring rod minimum length 900 mm and PVC propellor arms etc complete.

Providing Moveable Suction swipping Trolley with 4 wheels of 6" dia.

P/F Suction Drain accessories with SS grill size 500mm x 500mm for water flow @ 100m3/hr at required place of pool tank.

Providing Aluminium Vacuum head for Heavy duty use; 19” wide; 38/50 mm connection weight: 4 kg Double Head 2 Fairlocks + connecting yoke.

Providing FLEXIBLE VACUUM HOSE dia 40mm and 30 M in Length Manufactured of UV resistant and long lasting plastics. (Supply should be Packing in tearproof PE bags.

Providing TELESCOPIC ALUMINIUM POLE 3.5 to 7.5 M Extenssion With functional excenter length adjustment, ergonomic soft hand grip. (Patented system for easy and quick assembly of the cleaning accessories)

Providing ALGAE BRUSH SS BRISTLES With stainless steel bristles SS-316 grade specially recommended for tile pools.

Providing CURVE BRUSH POLY BRISTLES With robust PPGF and UV resistant body.

Providing DEEP NET with reinforced and UV resistant PPGF frame and extra strong and finely woven extra deep net, with integrated dirt collection flaps and flat frame.

Providing TEST KIT TABLET TYPE Including 20 x PH/CL test tablets each, transparent tester with legible and reliable colour scale.

Providing & Filling Silica 0.5mm to 0.8mm made out of crushed marbal. Should be as per consultant & client engineer incharge approval.

Supply & installation with allied fittings of PVC 110mm dia pipe. Anti corrisive PVC pipe with resistant of working perssure not less then 10 Kg/ sqcm. Following IS 4985-2000.

Supply & installation with allied fittings of PVC 90 mm dia pipe. Anti corrisive PVC pipe with resistant of working perssure not less then 10 Kg/ sqcm. Following IS 4985-2000.

Supply & installation with allied fittings of PVC 50 mm dia pipe. Anti corrisive PVC pipe with resistant of working perssure not less then 10 Kg/ sqcm. Following IS 4985-2000.

Supply & Fixing with allied fittings of 110 mm dia NRV. Horizontal / Vertical NRV for floor drain in side drain chammber at floor of swimming pool at deep end. Anti corrisive PVC NRV. As per ASTM-D1784.

Supply & Fixing with allied fittings of 110 mm dia PVC butter fly valves in filtration room. As per ASTM-D1784

Supply & Fixing with allied fittings of 90 mm dia PVC butter fly valves in filtration room. As per ASTM-D1784

Supply & Fixing with allied fittings of 110 mm dia PVC Foot valves in Balancing Tank. As per ASTM-D1784

Providing and fixing Starting Blocks of size 500 x 500mm and height 700mm as per approved design made with S.S.-316 grade. The top surface of starting block should be polyester and fiberglass with non slip finish. Block to be fixed with self expanded fastener etc. complete.

Providing and fixing Float Line supplied with floats, 6 mm stainless steel cable and hooks ect. Complete. Floats length 50 M

Providing and fixing Float Line anchors made with S.S.-316 grade "S" Shape hook with spring etc complete.

Providing and fixing Float Line Flange anchoring Socket made with S.S.-316 grade fixed in wall of swimming pool with SS anchor bolts etc. complete.

Providing and fixing Float Line tensioner made with S.S-316 grade on either side of float lane

Providing and fixing False Start indicator post of 2 stainless steel post made with S.S.-316 grade 43 mm dia pipe and height 1.80 M one of them with pulley and quick cord fixing and loosening device.

Providing and fixing False start float rope polyester cord and float. (Float lenght 25 M)

Providing and fixing Level anchor fixing for 43 mm dia false start post made with S.S.-316 grade.

Providing and fixing Backstroke turn indicators post for indicating competition back stroke swimmers approximity of the end of the pool. comprising of 4 posts in stainless steel 43 mm dia and height 1.80 M made with S.S-316 grade

Providing and fixing Backstroke flage rope with 2 polyester cord and flage. (cord length 25m)

Providing and fixing Level anchor fixing for 43 mm dia back stroke indicator post made with S.S.-316 grade.

Providing of Safety polyethylene outer swim Lifebuoys ring dia 600 mm

Providing Lifeguard Loop, life saving hooks made of AISI-304 stainless steel to be used with telescopic handles.

BSTUPTS

BSPUPTS

CGHCB

CHiPS

CGMSC

CGPHC

CGRBEKVN

CSIDC

CGSMB

CGMFPFED

CGSPDCL

CGSPGCL

CGSPTCL

CGSWC

CGTBC

DBUPTS

KRBAUPTS

KRYAUPTS

RIGUPTS

RUPTS

RNDGUPTS

SUPTS

hectare

joint

litre

Man-Month

meter

metre

one RCC jaali tree guard

one RCC jaali tree guard

P.cumt.

P.Pair

P.Point

p.sq.mtr

P/sq.Mt.

per cm height per letter

per cm height per letter

per cubic centimeter

Per Km.

per letter

Per mtr

per pouch

per test

per tonne

per tonne capacity

per.mtr

Point

quintal

Roll_UD

SHEET

Sq.mtr

Tonne