Maharshi Dayanand University Tender

[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.

[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

[13.42.3]Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 3. G.I. pipes

[17.10.1]Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres. 1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications.

[17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam - II with Screening Type A / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

[17.25]Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications

[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications

[17.27.2]Bituminous Macadam with batch type HMP 2. Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix plant 100 -120 TPH Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Grading II (19 mm nominal size)

[17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent 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 complete as per technical clause 507 of per MORTH specifications

[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications

[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.

[4.39]Providing and injection chemical emulsion for PRE-CONSTRUCTIONAL ant termite treatment (excluding the cost of chemical emulsion) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, along with the external perimetre of building, expansion joints surrounding of pipes and conduit etc, complete (plinth area of the building at ground floor only shall be measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

[6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)

[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)

P/F green cloth net on wall and ceilling of any height complete as per entire satisfaction of Engineer in Charge

Providing and Installation of fixed type Basket ball in distance of 3.2 mtr pole post with basketball board of transparent acrylic malasian make imported 25mm thick of size 180x105cm with ducking ring, net and frame powder coated/ pu paint with paint on all MS member including fiberglass board framing with aluminum section extra all over complete as per FIBA standard

PandF tennis net ( make- metco / Gareware ) and centre tape for adjustment i/c centre top hooks etc complete as per entire satisfaction of engineer in Charge.

PandF chain link fencing ( mess size 50x50mm ) made of GI wire at 4mm dia including necessary nut bolts or GI wire etc complete as per entire satisfaction of Engineer in Chage.

Providing and fixing of stainless steel of 304 grade post with internal mechanism made of brass that activates net adjustment with turn of handle made of brass and permit net adjustment and as per ITF standard specification of ITF issued by ITF certification of (California sports/ Rebound ACE), Two no each set Devis cup use including grouting of pole in cement concrete 1:1.5:3 of block size 0.3x0.3x0.6m complete as per entire satisfaction of Engineer in charge.

The system of eight layers that consists of 1st layer of applying acrylic resurface mixed with approved grade of silica sand, cement, and water applied with rubber squeegee @ 0.020 ltr/Sft as per manufacturer specifications. 2nd layer of applying SBR granules mixed with rebound liquid rubber resin @ 0.21 Ltr/Sft per layer and eater as per manufacturer specifications. 3rd layer of applying SBR granules mixed with rebound liquid rubber resin @ 0.21 Ltr/Sft per layer and eater as per manufacturer specifications. 4th and 5th layer of applying SBR granules mixed with rebound liquid rubber resin @ 0.21 Ltr/Sft per layer and eater as per manufacturer specifications.6th layer of applying acrylic filler layer mixed with approved grade of silica sand, cement and water applied with rubber squeegee @ 0.020 Ltr/Sft as per manufacturer specifications. Sanding of the entire area with rubbing stone to make the area smooth for colour coat application. 7th and 8th layer of UV rasistant rebound acrylic colour of approved shade premixed with approved grade silica sand @ 0.025 ltr/sft as per manufacturer specifications. Application of UV protected white rebound line marking as per international standard. Product should be used in either Asian games or Common wealth games and have ITF medium 3 certificate system, also should have certificate of official preferred court supplier from ITF. Any American or Australian synthetic system which should have slip resistance certificate(issued by California sports surfaces/ Rebound ACE) complete as per entire satisfaction of Engineer in charge. Note: (i)The agency shall have ITF recognition Elite Silver certification issued by California sports surfaces. (ii) The agency shall have ITF Category medium 3 certificate issued by California sports surfaces/Rebound ACE Pro. (iii) The agency shall have produce of approval FIBA (Outdoor flooring and Equipment). (iv) The product should comply with environmental compatibility including free from VOC (Volatile Organic Compound) content as per DIN-V-18035-6. Make: Rebound Ace/Composan/Passion/Decoturf/Conica AG

Providing and fixing polymer HDP (PVC) channel with intergrated galvanized edge protection of overall width of 1000x250x200mm/500x250x200mm having load capacity 8 to 10 tonnes, with cover of PVC slotted grating complete as per entire satisfaction of Engineer-in-charge. Make: MNC/Techno Dream/ ACO.