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Laying Of New 250/200mm Dia Swg Sewer Pipe Line For Improvement Of Sewerage Network At H.no. 13-2-565 Rahimpura, Opp. Ssk Girls College Under Allabanda Section, Sub Division-i Of O And M Division-iv. Reserved For Sc
Laying Of 250/300mm Dia Swg Sewer Pipe Line From Mee Seva 13-1-982 To Badabangla 13-1-921 Area Under Allabanda Section, Sub Division-i Of O And M Division-iv
Laying Of New 200mm Dia Swg Sewer Pipe Line For Improvement Of Sewerage Network At H.no. 13-1-1110 To 13-1-1170 Balram Gally, Dhoolpet Under Allabanda Section, Sub Division-i Of O And M Division-iv. Reserved For Waddera
Laying Of New 250mm Dia Swg Sewer Pipe Line For Improvement Of Sewerage Network At H.no. 13-1-514 Gandhi Baitak Under Allabanda Section, Sub Division-i Of O And M Division-iv
Laying Of Rcc/swg Pipe Drain At Various Locations Of Ramanthapur In Shankarpally Municipality Under Nagarabhivrudhi Funds.
Laying Of Rcc/swg Pipe Drain At Various Locations Of Minority Colony In Shankarpally Municipality Under Nagarabhivrudhi Funds.
Clearing And Grubbing Road Land Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Morth Specification Clause 201. By Mechanical Means In Area Of Thorny Jungle, Preparation Of Foundation For Embankment Scarifying Existing Bituminous Surface To A Depth Of 150 Mm By Mechanical Means Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Morth Specification Clause 305.4.3, Construction Of Embankment With Material Obtained From Borrow Pits Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 50 M As Per Morth Specification Clause 305.3, Construction Of Subgrade And Earthen Shoulders Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300-2 With Lead Upto 50 M As Per Morth Specification Clause 305.3, 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 Mixer (pug Mill), Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers In Sub-base/base Course On A Well Prepared Sub-base And Compacting With Smooth Wheel Roller Of 80 To 100kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400-12 & 400-13 And Morth Specification Clause 406. By Mechanical Means With All Lead, Prime Coat Providing And Applying Primer Coat With Bitumen Emulsion (ss-1) On Prepared Surface Of Granular Base(wbm/wmm) Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70-1.0 Kg/sqm Using Mechanical Means As Per Morth Specification Clause 502, 20mm Thick Open-graded Premix Carpet Using Bituminous (viscosity Grade/modified Bitumen) Binder Providing, Laying And Rolling Of Open-graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Viscosity Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Morth Specification Clause 510. Case - Ii By Mechanical Means Bitumen (vg-30), Seal Coat Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Morth Specification Clause 511 By Mechanical Means Case - Ii : Type B Bitumen (vg-30), Kilometre Stone Reinforced Cement Concrete M15 Grade Kilometre Stone/local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Morth Specification Clause 801 200 M Stone (precast), Providing And Erecting Typical Citizen's Information Board As Per Approved Drawing & Specification Made Of Two Ms Sheet Of 1.6 Mm Thick Each Of Size 900mm X 750mm Stiffend By Angle Iron 25mmx25mm X 3mm All Around The Plate & Plates Fixed On Frame Of 75mm Dia Pipe Of 12 Swg Sheet (vertical Post 3050 Mm With Angle Holdfasts And Horizontal Member 900mm) To Be Joined By Embedded In Cement Concrete M-15 Grade Of Block Of 600mmx 600mm X 750 Mm Size Below Ground Level As Per Enclosed Drawings & As Directed By Engineering Incharge. All Ms Will Be Stove Anmeled On Both Side Lettering. Figuring And Border Will Be With Ready Mixed Synthethic Enamel Paint Of Superior Quality In Required Shade And Colour Etc Complete In All Respect. All Sections Of Framed Post And Steel Tube Will Be Painted With Primer And Two Coat Of Epoxy Paint As Per Drawing And As Per Specification, Marking Centre Line And Stop Lines Etc. On Road As Per Irc Pattern With Thermoplastic Paint Of Approved Quality And Make With 8% Glass Beads Laid On The Road Surface At Temperature 160" C With A Special Applicator Machine Complete With A Special Applicator Machine Complete With Labour Material And Traffic Diversion Arrangements
Supply Of Steel Cot With Safety Locker Measurements : Steel Cot Size: 75 Inches*36 Inches With Legs And Frame Made Of 1 1/4 Inches Dia Round Ms Pipe And 18 Swg Ms Sheet With 3 Stiffners And Two Support Pipes Of Size 1 Inch Round Pipe Under Ms Sheet For Extra Reinforcement Containing Provision With Mosquito Net Frame Made Of Ms 1 Inch Square Pipe Of T Shape With Height 40 Inches From Ms Sheet Of Cot. Both Side T Joined With 1 Inch Square Pipe Two Numbers Of Stiffners Will Be Provided And All Materials Will Be Coated With Olive Green Color Paint With Rust Prevention Coating. Safety Locker Measurements- L 2 Feet* B1 Feet*h1 Feet Made Of Steel Sheet..
Laying Roads At 1. Vdcc Road From Muquddar Hotel, 19-3-294/A/21/1, 19-3-294/68/13/B/1 To Masjid-E-Syed Viqarmahiuddin And 19-3-294/65/15/A, Bylanes 2Cc Patch From 19-3-294/65/15/A, 19-3-94/64/13/26 To Rishi Mens Parlour And Mohammadia Dood Ghar. 3Cc Road From Rafai Kirana Store To 19-3-294/68/A/41 To19-3-294/68/25/A Vattepally 4 Vdcc Road From Abdul Rahaman, H.No.19-3-294/B/1/2 To 19-3-294/68/20/ 11, 19-3-294/68/146/C, Vattapally 5 450Mm Dia. Np3 Pipe Line And Cc Road From H.No. 19-3-94/68/11/A/320 To 19-3- 294/ 68/ A/ 403 Fathimanagar 6.Swg Pipe Line, Cc Road From H.No.19-3-819/20 To 19-3-79 Opposite Shahibanda Police Station 7 Swg Pipe Line, Cc Road From Masjid, H.No.19-3-778/1 To Temple And 19-3-760, 19-3-761/3, Bylanes Shahalibanda 8 Vdcc Road From 19-3-693/19, 19-3-694/3/1 To 19-3-4/7/2 And 19-3-671/1, Bylanes Shahalibanda 9 Swg Pipe Line, Cc Road From H.No.19-3-665 To 19-3-665/1, Bylanes And Other Places Shahalibanda Div, Bahadurpura Assembly Under Sdf 2023-24
Gem Bids For Ms Sheet 14 Swg, Ms Sqr Pipe, Ms Strip 1X1/8, Msstrip 1 1/2 X1/8, Ms Square Pipe, Angle Iron 11/2X11/2 X1/8
