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Infrastructure (119)
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1.
Kolkata Municipal Corporation
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West Bengal
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BRR:9874790
Infrastructure Development Of Service Line For Street Light Power Supply System At Swamiji Abasan, Kayal Para And Adjacent Areas In Ward No.144.
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Contract Value:
4.94 Lakhs
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Contract Date:
25-Mar-2026
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Contractor Name:
SANKAR CONSTRUCTION
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2.
Kolkata Municipal Corporation
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West Bengal
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BRR:9874789
Infrastructure Development Of Service Line For Street Light Power Supply System At Yani Sarani And Adjacent Areas In Ward No.144.
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Contract Value:
4.79 Lakhs
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Contract Date:
25-Mar-2026
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Contractor Name:
SANKAR CONSTRUCTION
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View Tender Results
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3.
Kolkata Municipal Corporation
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West Bengal
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BRR:9874787
Infrastructure Development Of Service Line For Street Light Power Supply System At Pabitra Jol Co. Goli, Mitra Garden And Other Areas In Ward No.144.
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Contract Value:
4.85 Lakhs
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Contract Date:
25-Mar-2026
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Contractor Name:
P G ENTERPRISE
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4.
Public Works Department
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Tamil Nadu
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BRR:9874423
Tender for Providing Internal And External Electrification Arrangements To The Refurbishment Of Infrastructure And Basic Facilities In Government Iti At Perambalur In Perambalur District
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Contract Value:
64.97 Lakhs
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Contract Date:
09-Mar-2026
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Contractor Name:
SREE UMA ELECTRICALS
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5.
Western Coalfields Limited
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Maharashtra
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BRR:9874358
Tender for General Repair And Maintenance Work In Project Office Infrastructure Building And Mine Area Work At Pouni 1 A Ocm Under Gouri Pouni Sub Area Nit No. Wcl-Ba3650-Civ-E89/2025-26/974 Dt.02.01.2026.
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Contract Value:
48.56 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
Omprakash Yadav
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6.
Orissa State Police Housing And Welfare Corporation Limited
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Odisha
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BRR:9874342
Tender for Construction Of Infrastructure Under Pm-Usha Project In Deogarh Degree College, Deogarh.
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Contract Value:
2.22 Crore
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Contract Date:
24-Mar-2026
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Contractor Name:
UDAYA KUMAR SWAIN
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7.
Rural Engineering Services
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Madhya Pradesh
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BRR:9874264
Tender For Various Construction Works Under Chief Ministers Rural Road And Infrastructure Scheme Package No. Damoh 02 (04 Works) Development Block Patera
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Contract Value:
1.18 Crore
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Contract Date:
02-Mar-2026
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Contractor Name:
MAHESH PRASAD CHOURASIYA
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8.
Kerala Institute Of Local Administration
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Kerala
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BRR:9874033
Kiifb-Kila 1 Cr Project Gvhss Kuniyaimprovement Of Infrastructure Facilities Of Gvhss Kuniya In Pullur Periya Gp Under Udma Lac In Kasaragod District
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Contract Value:
98.80 Lakhs
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Contract Date:
13-Mar-2026
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Contractor Name:
SAYID ABDUL RAHIMAN
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9.
Police Department
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Kerala
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BRR:9874032
Tender For Supply, Installation, Configuration And Commissioning Of Fortinet Sd-Wan Device With Ngfw/Utm (Next Generation Firewall/Unified Threat Management) License Subscription To Kerala Police. , Supply, Installation, Configuration, And Commissioning Of Gpu-Based Ai Infrastructure With License Subscription Etc In Kerala Police , Compute Resources (Gpu-Based) , Enterprise Nvme All-Flash Storage , Warranty Support Charges For 5 Years Including Onsite Support As Per The Rfp Specification , Optional Components , Annual Maintenance Contract For 6Th Year , Annual Maintenance Contract For 7Th Year , Annual Maintenance Contract For 8Th Year , Server/Storage Racks For Installing The Proposed Components, With All The Necessary Accessories Required For Completing The Installation In All Respects , Upgrade Of 20 Tb Usable (Post Raid 5) Nvme Disks (Compatible To The Compute Resources (Gpu-Based)) (Unit Cost) Please Enable Macros To View Boq Information
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Contract Value:
8.95 Crore
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Contract Date:
24-Mar-2026
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Contractor Name:
StarOne IT Solutions India Pvt Ltd
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View Tender Results
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10.
Department Of Sports And Youth Affairs
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Kerala
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BRR:9874001
Tender for One Panchayath One Playground-Kannur-Development Of Sports Infrastructure Facilities In Payyavoor Grama Panchayath Ground In Irikkur Lac
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Contract Value:
70.82 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
PRAVAH INFRATECH LLP
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11.
Water Resources Department
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Maharashtra
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BRR:9873694
Tender for Construction Of Land Development Work(Part-1) Of Dhanala Distributory Offtaking On Main Canal Of Nerla Lis.
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Contract Value:
32.40 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
Amol Ramrao Karemore
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12.
National Thermal Power Corporation Limited
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Chhattisgarh
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BRR:9873322
Supply And Installation Of Cctv Cameras And Related Infrastructure For Supply And Installation Of Cctv Cameras And Related Infrastructure Fortelangana Project
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Contract Value:
5.35 Crore
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Contract Date:
25-Mar-2026
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Contractor Name:
TECHNOCRATS SECURITY SYSTEMS PVT LTD
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13.
Himachal Pradesh State Electricity Board
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Himachal Pradesh
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BRR:9873321
Tender For Site Development Of Land Of New 33/11 Kv, 2X3.15 Mva (Manned) Sub-Station Kasba Kotla At Patti Under Esd Sansarpur Terrace , Under Electrical Division Hpsebl Dehra
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Contract Value:
70.79 Lakhs
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Contract Date:
25-Mar-2026
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Contractor Name:
Anuj KAHLOH
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14.
Modern Coach Factory
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Uttar Pradesh
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BRR:9872786
Supply Of Front Part (Luggage End)Front Part (Luggage End),Front Part (Luggage End) [Schedule Of Infrastructural Requirements To Specification No Mdts 21261 Rev. 03 Dated: 20.03.2020] To Be Masked As Per Drawing Number Mi005396 Alt. Hm For Lhb Type Coach. Drawing No: Lr11183 Alt Nil. Note: 1) The Dimension Of Hub Flange Shall Be 136 Mm (After Machining, Ref. Drawing Number 110113.1.03.121.002) 2) The Dimension Of Center Of Cbc Center Ensures 146Mm & 163 Mm (Ref. Drawing Number: Le11460 Alt. Nil. Sheet 1) 3) Dimension 309 Mm. 82.5Mm And 75Mm From Buffer Plate (Ref. Drawing Number: 210113.0.03.130.112 Alt. Er2). Sp Ecial Condition: To Maintain The Limit Of Straightness And Twist In Front Part Of The Under Frame Inspecti On Fixture To Drawing No Xj003601 Alt. A Is To Be Followed To Improve The Quality Of Front Part & Unde R Frame Of Lhb Coaches. Protection Procedure: A. Under Frame Front Part Shall Be Applied With App To R Cf Spec. Mdts 48279 Rev. 4, Amendment 1 Or Latest Instead Of Rozc. This App Shall Be Applied After Proper Cleaning The Surface And Welds. At Interfacing Positions Where Welding Is To Be Done Later On Wi Th Other Assembly Shall Be Masked As Per Drawing Number Mi007679 Alt. Nil And No App Is To Be Appl Ied In This Area So That Fumes Are Not Generated During Welding In This Areas. B. Cbc Housing Inside Are A Shall Be Grit/Garnet Blasted And To Be Painted With Epoxy Metal Primer Of Dft 60 Micron And High B Uild Paint Elastified With Dft 140 Micron As Per Spec No. Mdts 094 As Mentioned In Drawing Number: Mi005396 Alt. Hm. C. The Standard Welding Procedure Followed In Lhb Coaches For Welding Carbon Ste El To Stainless Steel Shall Be Applicable I.E. Specific Electrode, Post Process Of The Weld Etc. Packing Co Ndition: Mcfpi042 Front Part Ver.0 [ Warranty Period: 84 Months After The Date Of Delivery ] ] => Limited
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Contract Value:
29.73 Lakhs
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Contract Date:
25-Mar-2026
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Contractor Name:
M/s. D.R. AUTO INDUSTRIES
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15.
Indo Tibetan Border Police Force
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Uttarakhand
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BRR:9872100
Tender For Construction Of Infrastructure At Itbp Location Sumna Valley First Bn Joshimath
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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16.
Haryana Power Generation Corporation Limited
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Haryana
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BRR:9871721
Tender for annual rate contract For It Infrastructure Installed At Dcrtpp, Hpgcl, Yamuna Nagar.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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17.
Urban Administration And Development
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Madhya Pradesh
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BRR:9870754
Bids Are Invited For Water Audit Service - Water Audit Of Municipal Infrastructure In Pasan For Water Efficiency And Sustainability; Water Audit Of Municipal Infrastructure In Pasan For Water Efficiency And Sustainability
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Contract Value:
7 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
ALL INDIA INSTITUTE OF LO CAL SELF GOVERNMENT
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18.
Urban Administration And Development
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Madhya Pradesh
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BRR:9870753
Bids Are Invited For Energy Audit Service - Lumpsum Based - Detailed; Energy Audit Of Municipal Infrastructure In Pasan For Resource Efficiency And Net Zero Transition
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Contract Value:
7 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
ALL INDIA INSTITUTE OF LO CAL SELF GOVERNMENT
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19.
Military Engineer Services
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Madhya Pradesh
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BRR:9870737
PROVISION OF CIVIL AND ELECTRICAL WORKS INCLUDING GEYSER INSTALLATION, CHEMICAL EARTHING, AIR CIRCULATORS, SIGN BOARD, ROAD FURNITURE, SUNSHADES, INTERLOCKING TILES, WATER TANKS, RCC BENCHES, BUILDING ALTERATION/ATRATION AND ASSOCIATED INFRASTRUCTURE AT ADRDE AGRA AND DRDE GWALIOR UNDER GE(I) R&D DELHI Atration
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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20.
Centre For Development Of Advanced Computing
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Delhi
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BRR:9870577
Bids Are Invited For Vulnerability And Penetration Testing - Network, Web Application; Security Infrastructure Review, Data Communications And Network Control Review, Secure Configuration Review (Devices/Os), Pre-Hosting Assessment Of Applications, Application Security A..
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Contract Value:
4.13 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
AKS INFORMATION TECHNOLOGY SERVICES PRIVATE LIMITED
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21.
Central Institute Of Plastics Engineering And Technology
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Odisha
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BRR:9870391
Bids Are Invited For 1 ISI Marked RRL Fire Pipe fitted with copper alloy male & female coupling complete by GI wire binding size 63 mm NB 15Mtr long each. A fire hose reel is a critical, manual firefighting device providing immediate water for small, early-stage fires (Class A: wood, paper, textiles) in buildings, connecting a long hose to the mains supply via a drum for quick deployment by occupants or staff, enhancing safety and compliance. It offers continuous water flow, unlike limited extinguishers, but shouldnt be used on electrical or flammable liquid fires. Regular testing and proper installation are key to its effectiveness. Connects directly to the buildings water system for rapid, ongoing water delivery. Enables immediate action on incipient fires before they spread, reducing panic and need for professional services. Factories, offices, hotels, malls, hospitals, schools, public transport. Strategically placed in corridors, public areas, and high-risk zones. New Spply 2 A hose reel nozzle is an attachment that controls water flow from a hose reel, offering adjustable spray patterns from a fine mist to a powerful jet. A fire hose reel nozzle is a hand-held control device for first-aid fire suppression, connected to a pressurized water supply via a hose reel, featuring an adjustable jet or spray pattern for controlling early-stage Class A fires (wood, paper, textiles). It allows quick water application by switching from a focused stream (jet) to a wider spray (fog), providing control, ease of use, and adaptability for trained personnel to quickly extinguish flames or cool surfaces, enhancing safety by preventing fire spread. Allows fast deployment from the reel, offering a rapid response before fires grow. The Nozzle is fitted with hall tie an cotton thread tight with juble clamp 3 Hose reel pipe flexible tubes that transport fluids, air, or other materials, with specific characteristics based on their intended use and the material they are made from. A fire hose reel is a critical first-attack fire safety device, providing immediate, continuous water flow from a wall-mounted drum for occupants to fight early-stage fires (Class A) like wood, paper, or textiles, featuring a durable hose, controllable nozzle, and easy deployment for rapid response, though unsuitable for electrical or flammable liquid fires. Its connected to the buildings water supply, allowing quick unrolling and directed spray to suppress fires before they spread, protecting lives and property. In a fire, someone pulls the hose from the reel. The hose is unrolled, and the built-in valve is opened, providing a steady flow of water. Water is directed at the base of the fire using the nozzle, cooling combustibles and smothering flames. The pipe is replace with new the both the end is tight with hall tie and cotton thread with juble clamp 4 Hydrant wheels are described by their materials (like cast iron, stainless steel, or plastic), which affect their durability, weight. The term hydrant wheel can refer to two different items in fire safety: a hand wheel (valve wheel) used to manually operate a fire hydrants valve. A fire hydrant hand wheel is the component used by firefighters or maintenance personnel to manually control the flow of water from a fire hydrant or landing valve. It provides the necessary leverage and torque to slowly open or close the main valve of the hydrant, allowing access to the high-pressure water supply. Operation must be done slowly to prevent a sudden drop or surge in pressure, known as a water hammer, which could damage the water system infrastructure. The wheel is fitted at the top of the hydrant for of sutter of valve 5 S/I/T/C of MS HOSE BOX (Double door) type made out of 18 SWG GS sheet to accommodate one branch pipe with nozzle and 2 number 15 miter long hose size 20*30*10 with lock and handle. An MS (Mild Steel) Double Door Hose Box is a robust, wall-mounted cabinet, often red, designed for secure storage and quick access to essential fire safety gear like hoses, branch pipes, and extinguishers, protecting them from damage while ensuring immediate availability for trained occupants in emergencies. Its double doors allow simultaneous access to multiple items, crucial for effective firefighting in commercial, industrial, and public buildings, featuring durable mild steel construction with powder coating and smooth finishes for longevity. Provides centralized, organized storage for highpressure hoses and accessories. Enables trained personnel to quickly deploy water or suppressants to control fires. Its robust design ensures equipment remains in working order for emergency use. The Hose is metadic box with contain the two at the out side of the site it will hang through screw and nut some time it weld with angle 6 RRL buds coupling most likely refers to Radially Removable L-Type jaw couplings used in industrial machinery The one coupling cover of the winding of rrl. 7 Hydrant caps protect fire hydrants from damage, dirt, and unauthorized use. A fire hydrant cap is a protective cover for hydrant outlets, crucial for fire safety by sealing against debris/contamination, preventing unauthorized use, and protecting the valve, ensuring water is clean and the hydrant works in emergencies; they often have chains for security, are color-coded for flow info, and must remain intact for quick firefighter access to the municipal water supply. Prevents dirt, dust, and contaminants from entering the hydrant, keeping the water supply clean for firefighting. A chain keeps the cap attached, preventing loss and ensuring its available when needed. The PVC caps for protect. 8 A hydrant washer is a specialized rubber or elastomeric seal used in fire hydrants to create leak-proof connections. (Double outlet 12no of hydrant) A hydrant washer is a crucial, durable rubber gasket in fire hydrants that creates a leak-proof seal, ensuring water pressure is maintained and delivered efficiently when firefighters connect hoses, preventing water loss and enabling rapid, reliable deployment for fire suppression, making it fundamental for operational readiness and public safety. Its primary role is to seal the connection point between the hydrant valve and the hose coupling, preventing water from escaping under high pressure and ensuring maximum water flow to the fire. It also helps reduce friction between moving parts, contributing to smoother operation and extended hydrant life.We open the hydrant valve then apart the spindle, washer, clean the rust grease the spindle lubricate, the new hydrant washer and fitted the mount with nut bolt. 9 Hydrant Opening Colour, Fitting, rust removing, nut bolt, change gas kit changing hydrant washer changing 10 Ball valve 25 mm supply and fixing gun metal ball valve. A 25mm fire-safe ball valve offers enhanced safety with dual sealing (soft primary, metal secondary), anti-static features for flammable fluids, and blowout-proof stems, ensuring leaktight shutoff even if primary seats fail in a fire (API 607/ISO 10497 tested), protecting against leaks and potential explosions by containing dangerous media like water or chemicals. Open the ball valve clean the old hall tie and then re applay the hall tie and cotton thread tight with mechanical tool. 11 Ball valve 15 mm supply and fixing gun metal ball valve. A 15mm fire-safe ball valve provides emergency flow control by using secondary metal seats that seal when soft primary seats melt in a fire, preventing leaks and containing fluids. Key features include metal-to-metal sealing, anti-static devices to prevent sparks, and often a cavity pressure relief mechanism, all designed to maintain shut-off integrity during extreme heat, meeting standards like API 607, and crucial for safety in flammable fluid systems. Open the ball valve clean the old hall tie and then re applay the hall tie and cotton thread tight with mechanical tool. 12 Supply, installation, testing and commissioning of ci 100 mm Butterfly valve of PN 1.6 rating with metal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS standard of following sizes as required.Open the nut bolt and clean the place remove dust,lubricate and replace the valve with new one. 13 Dual plate NRV 100 mm conforming to IS 5312 (swing type) with CI body, PN 1.6 having necessary companion flanges, CS hardwires. Gaskets, arrow indicating direction of flow, etc. complete. It shall be ISI Marked.The Valve is repalce by new and clean the rust and dirt Total Quantity : 134
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Contract Value:
83580.0
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Contract Date:
Refer Document
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Contractor Name:
SANTOSHI SALES AND SERVICES
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22.
Indian Council Of Agricultural Research
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Maharashtra
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BRR:9869662
Bids Are Invited For Installation/Fixation Of Local Area Network Infrastructure Total Quantity : 1
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Contract Value:
3.36 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
PEAKS INFO SYSTEMS
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23.
Department Of Town And Country Planning
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Kerala
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BRR:9868642
Bids Are Invited For Facility Management Services - Lumpsum Based - Office Of The Town Planer, Lsgd Planning, Kozhikode; It Infrastructure; Consumables To Be Provided By Service Provider (Inclusive In Contract Cost)
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Contract Value:
5.28 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
ADMIRE BUSINESS SYSTEMS
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24.
Telecommunications Consultants India Limited
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Delhi
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BRR:9868285
Tender For Selection Of Partner For Up gradation Of Security And Fire Fighting Infrastructure At Twenty Locations On Turnkey Basis
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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25.
Department Of Education
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Manipur
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BRR:9868250
Tender For Infrastructure Development Oriental Of College, Takyel, Imphal West, Manipur
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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26.
State Infrastructure And Industrial Development Corporation Of Uttarakhand Limited
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Uttarakhand
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BRR:9868234
Tender for Electrical Infrastructure Work At Iie Siidcul Haridwar (Sector-5,5A,6A,6B &3A)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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27.
State Infrastructure And Industrial Development Corporation Of Uttarakhand Limited
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Uttarakhand
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BRR:9868233
Tender for Electrical Infrastructure Work At Iie Siidcul Haridwar (Sector-1A,1B,2,3 & 4)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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28.
State Infrastructure And Industrial Development Corporation Of Uttarakhand Limited
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Uttarakhand
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BRR:9868232
Tender for Electrical Infrastructure Work At Iie Siidcul Haridwar (Sector-07,8A,8B,8C & Iidc)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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29.
State Infrastructure And Industrial Development Corporation Of Uttarakhand Limited
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Uttarakhand
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BRR:9868231
Tender for Electrical Infrastructure Work At Iie Siidcul Haridwar (Sector-10,11 & 12)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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30.
department of college education
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Rajasthan
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BRR:9868113
Tender For Commissioning Of Smart Class Room , 75 Inch Interactive Flat Panel Display , Digital Podium With Desktop , 5 Kva Online Ups , Ptz Camera , Dsp And Audio Mixer , Power Amplifier , Handheld Mic , Lavalier Microphone , Wall/Ceiling Speakers , Student Chair With Writing Pad , Table (Teacher) , High Back Chair (Teacher) , Air Conditioner 2 Ton , Networking And Electrification, Etc. , Infrastructure Development-Linoleum Flooring, Curtains, Paint, Pop And Pvc Panelwork (Rome Size 25X35 Feet)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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31.
Department Of Agriculture
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Punjab
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BRR:9867888
Tender for User Charges Of Mandi Infrastructure Under Market Committee Nabha District Patiala (2026-27)
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Contract Value:
21.43 Lakhs
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Contract Date:
02-Apr-2026
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Contractor Name:
H S TRADERS
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View Tender Results
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32.
Department Of Agriculture
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Punjab
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BRR:9867887
Tender for Regarding Tender For User Charges For Use Of Mandi Infrastructure For Rehri/Fahris Of Fruits/Vegetables, Eatables And Vehicles In Year 2026-27 At Mc Phagwara, Distt Kapurthala.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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33.
Local Self Government Department
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Kerala
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BRR:9865813
Tender For Annual Plan-Annual Plan 2024-25 .Project No.83/2026Providing Baic Infrastructure In Veeyapuram Fhc-In W13-General Civil Work
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Contract Value:
2.53 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
K M YOHANNAN
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View Tender Results
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34.
Local Self Government Department
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Kerala
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BRR:9865812
Tender For Annual Plan-Annual Plan 2025-26 Project No .67/25 Facilitation Of Basic Infrastructure In Government Schools-In Veeyapuram Grama Pt -General Civil Work
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Contract Value:
4.22 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
SANTHOSH K
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35.
Zilla Parishad
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West Bengal
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BRR:9865649
Tender For Land Development At The Fstp Site Under Singur Block In The District Of Hooghly.
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Contract Value:
4.13 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
B.D. CONSTRUCTION
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36.
Military Engineer Services
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Jammu And Kashmir
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BRR:9864901
Spl Repairs Of The Entrance Gate To The Aviation Base With Allied Infrastructure Alongwith Office Bldg And Guard Room Of Avn Base 9 I R O Flt And Addn Altn To Bldg No P 04 Near Thomas Bridge Under Ge South Udhampur
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Contract Value:
35.32 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
khajuria builders
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View Tender Results
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37.
Mumbai Metropolitan Region Development Authority
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Maharashtra
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BRR:9864782
Annual Rate Contract For Supply Of Consumable Material For Infrastructure ( Electrical ) Department For Mumbai Monorail-1 Ratchet Set ( 1 / 4Inch ) 2 Ratchet Set ( 1 / 2Inch ) 3 Metal Grip Blade 4 Combination Pliers ( 8 Inch ) 5 Diagonal Plier ( 6 Inch ) 6 Bearing Puller ( Magnetic Pick Up Tool ) - 6Inch 7 Bearing Puller ( Magnetic Pick Up Tool ) - 8 Inch 8 Bearing Puller ( Magnetic Pick Up Tool ) - 10 Inch 9 Bearing Puller ( Magnetic Pick Up Tool -12Inch 10 Bearing Puller ( Hand Type ) 11 Hydraulic Puller 12 Generic Carbon Steel Bearing Puller 13 Torque Wrench 70-340 Nm 14 Torquewrench5-35 Nm 15 Combination Spanner Set 16 Metal Ball Pein Hammer 900Grams 17 Heavy Duty Earth Clamp 18 Bosch Professional Plastic Heat Gun 1800 W With Double Insulation And Over Heat Protection ( Blue ) 19 Professional Air Blower With Dust Extraction 20 Fluke 376 Fc True Rms Ac / Dc Clamp Meter 21 Fluke-17B 1000V Ac / Dc Multimeter 22 Rechargeable Drill Machine ( Cordless Impact Drill ) 23 Rechargeable Grinder Machine 24 Grinder Steel Cutting Wheel-4 Inch 25 Allen Key Set 26 Led Flood Light-150 Watts 27 Rechargeable Led Torch Light Aircraft Aluminum Body, 10 Watts 28 Rechargeable Led Head Light, 5 Watts 29 Traffic Safety Baton Light Rechargeable 30 Crimping Tools ( 1Sqmm-6 Sqmm ) 31 Crimping Tools ( 1Sqmm-16 Sqmm ) 32 Hydraulic Crimping Tools ( 16 Sqmm - 400 Sqmm ) 33 Insulated Terminal Crimping Tool 34 Long Nose Plier ( Econ ) 35 Exhaust Fan 200Mm, 80Watts, 2000 Rpm 36 Exhaust Fan 300Mm, 55Watts, 900Rpm 37 Exhaust Fan 450Mm, 410 Watts, 900Rpm 38 Exhaust Fan 450Mm, 410 Watts, 1400Rpm 39 Blades Of 450Mm Exhaust Fans 40 Blades Of 600Mm Air Circulators 41 Pipe Wrench 350Mm 42 Pipe Wrench 450Mm 43 Heavy Duty Pipe Wrench ( 12 Inch ) 44 Flat Metal Wire Brush100 Mm Diameter ( For Drill Machine ) 45 Carbon Brushes For Bosch Blower Motor 46 Self Thread Screw1 Inch- Slotted / Flat 47 Rawl Plug-5Mm ( Plastic ) 48 Crompton Energion Hs1200 Mm ( 48 Inch ) Energy Efficient 5 Star Rated High Speed 49 Elak Automatic Battery Analyzer 12V / 24V 50 Hole Saw Cutter ( 16Mm- 100 Mm ) 51 Hexa Blade ( 450X40x2.0 Mm ) 52 Hexa Blade ( 300X12.5X0.63 Mm ) 53 Oil Can Pump ( For Lubrication ) ( 250 Ml ) 54 Portable Power Rail Cutting Tool 55 Seven Drawers Tool Trolly 56 5 Kv Insulation Tester With Ir 3000Fc 1550 57 Crocodile Clip, Black, 11Kv, 32 A, 58 Crocodile Clip, Red, 11 Kv, 32A 59 Crocodile Clip, Blue, 11Kv, 32 A, 60 Testlead1.8M, Black, 11Kv ( Banana Plugs, Shielded ) 61 Testlead1.8M, Red, 11Kv ( Banana Plugs ) 62 Testlead1.8M, Blue, 11 Kv ( Banana Plugs ) , 63 Usb Cable 64 Mains Cable With Iec C13 Plug 65 Pin Probe, Black 11Kv ( Banana Socket ) 66 Pin Probe, Red 11Kv ( Banana Socket ) 67 W1 Hanging Straps 68 Huck Gun & Jaw ( 10000Psi / 700Bar ) 69 Rechargable Scoket Wrench 70 File Set ( Pack Of 3 Pcs. ) 71 Center Punch-150 Mm 72 Chisel -9 Mm 73 Chisel-16Mm 74 Chisel-30Mm 75 Stanley23pc Combination Spanner Set 76 Universal Multi Functioal Wrench 77 Vaccum Cleaner 78 Cable Cutter 79 Choper 80 Hammer-1 / 2 Kg 81 Spiritlevel-1 Ft 82 Spiritlevel-1Mtr 83 Right Angle ( 150Mm ) 84 Bosch 06015A80f0 Gst650 Professional Jigsaw With Blade 85 Bosch 06016B10k0 Gsa120 Professional Sabre Saw With Blade 86 Cable Fault Detector 87 Digital Length Meter 88 Omega22 Glide Sensation+ All Purpose Grease 89 Petroleum Jelly-White 90 Dongri Cloths 91 Spray Paint Siemengrey, 440Mlcan 92 Grey Oil Paint 93 Blue Oil Paint 94 Black Oil Paint 95 Green Oil Paint 96 Green Oil Paint 97 G.P. Thinner 98 Insulation Tape - Red, Yellow, Blue, Black & Green 99 Vcb Door Gasket - U Type-Black 100 Lv Panel Door Gasket – U Type-White 101 Acb Door Sealing Gasket 102 Insulating Filler Foam 103 Rtd-Pt100 104 Carbon Brush ( For Blower ) 105 Nylon Cable Tie100mm 106 Nylon / Pvc Tie 107 Nylon / Pvctie 108 Nyloncabletie300 Mm 109 Nyloncabletie300 Mm 110 Intelligent Panel Meter 111 Scr Fuse 112 Trip Indicator Fuse 113 Hammering Machine Concrete Drill Bits 5Mm 114 Hammering Machine Concrete Drill Bits 6Mm 115 Hammering Machine Concrete Drill Bits 8Mm 116 Hammering Machine Concrete Drill Bits 10 Mm 117 Concrete Drill Bits 5Mm 118 Painter Spray Gun 119 Damper / Louvars Of Exhaust Fans, 450Mm Exhaust Fan 120 Damper / Louvars Of Exhaust Fans, 300 Mm Exhaust Fan 121 Net For Fans, 4X50feet 122 A Type Ladder -5 Ft 123 Hand Pallet Truck, 3 Ton 124 Led Bulb B-22 - 5Watt 125 Nylon Rope, 12Mmthick, Length- 20M 126 Nylon Rope, 20Mmthick, Length- 110M 127 Nilkamal Magna 18Personal Locker Cupboard 128 Jet Pump With Accessories 129 Diesel Dispensor Pump, 12V 130 Bench Drill Vise 131 Gasket Black Foam Adhesive Tape 132 Thermo Butane / Lpg Double Nozzle Brazing Blow Torch With Manual Ignition ( 300 Grams ) 133 Rust Off, Fx-40 Or Its Equivalent 134 Quarter Turn Key Lock For Panels 135 Polish Paper ( Abrasive ) Size- 9 X 11 136 Sand Paper Belt 120 137 Crc Contact Cleaner 350Ml 138 Anchor Fastner - Stainless Steel - 8 Mm, Length - 100 Mm 139 Anchor Fastner - Stainless Steel - 10 Mm, Length - 100 Mm 140 Anchor Fastner - Stainless Steel - 12 Mm, Length - 100 Mm 141 Flush Anchor - 6Mm, Length - 25 Mm 142 Flush Anchor - 8Mm, Length - 30 Mm 143 Flush Anchor - 10Mm, Length - 40 Mm 144 Taparia 6 Mm Hex Key T Handle 1 Air Circuit Breaker- 800A, 415V, 50 / 60Hz 2 Air Circuit Breaker- 1250A, 415V, 50 / 60Hz 3 Air Circuit Breaker - 1600A, 415V, 50 / 60Hz 4 Air Circuit Breaker- 3200A, 415V, 50 / 60Hz 5 Air Circuit Breaker ( Traction Dg ) -1600A, 415V, 50 / 60Hz 6 Lockable Trip Push Button ( Ltpb ) 7 Shunt Release 8 Locking Of Acb In Isolate D Position ( Lip ) 9 Spring Charging Motor 10 Closing Coil:110V Dc For Acb 11 Tripping Coil:110 Vdc For Acb 12 Auxiliary Contact For 433V Circuit Breaker 6No+6Nc 13 D.O.L Starterfor1h.Pmotor, 1Phase 14 D.O.L Starterfor2h.Pmotor, 3Phase 15 Aircon Control Digital Ac Timer 230V, 50Hz, 25 A With Auto, Manual, On Delay, Ov Trip & Uv Trip Protection. 16 Electronic Timer, 240V Ac With Time-0.1S To 100 Hrs 17 Control Relay, Coil Voltage-110 Vdc 18 Off Delay Timer, 110- 240 Vac, Delay 0.6Sec-30 Min. 19 Cyclic Time Coil Voltage 240 V Ac, Time Setting 10 Hours On & Off Delay 20 Analog Timer Switch, 230V, Rated Current 16A 21 Contactor, 18A, 240V Ac 22 Contactor 250A, 240V Ac 23 9 Amp 3 Pole Power Contactor With 240 Vac Coil 24 Contactor, 55A, 240Vac, 2Pole 25 Contactor 100A, 240Vac, 4Pole 26 Contactor 110A, 240Vac, 3Pole 27 Contactor 10A, 240Vac 28 Contactor 10A, 415Vac 29 Contactor 10A, 240V Ac 30 Contactor 10A, 240V Ac 31 Hrc Fuse 100A 32 Hrc Fuse 160A 33 Hrc Fuse 250A 34 Mcb, 2Pole, 2 A Dc 35 Mcb, 2 Pole, 6A Dc 36 Mcb, 2 Pole, 16A Dc 37 Mcb, 2 Pole, 16A Ac 38 Mcb, 3 Pole, 32A Ac 39 Mcb, 3Pole, 40A Ac 40 Mcb, 3 Pole, 63A Ac 41 Mcb, 4 Pole, 6A Ac 42 Mcb, 2 Pole, 32A Ac 43 Mcb, 1 Pole, 10A Ac 44 Mcb, 2 Pole, 10A Ac 45 Mcb, 1 Pole, 20A Ac 46 Mcb, 2 Pole, 20A Ac 47 Mcb, 4 Pole, 63A Ac 48 Rccb 100Ma, 63A, 4 Pole 49 Rccb 30Ma , 40A, 2 Pole 50 Rccb100ma, 40A, 2Pole 51 1 Or 2 Module Consealed Galvanized Metal Box 52 3 Module Consealed Galvanized Metal Box 53 4 Module Consealed Galvanized Metal Box 54 6 Module Consealed Galvanized Metal Box 55 8 Module Consealed Galvanized Metal Box 56 12 Module Consealed Galvanized Metal Box 57 16 Module Consealed Galvanized Metal Box 58 18 Module Consealed Galvanized Metal Box 59 1Or 2 Module Surface Plastic Box 60 3 Module Surface Plastic Box 61 4 Module Surface Plastic Box 62 6 Module Surface Plastic Box 63 8 Module Surface Plastic Box 64 12 Module Surface Plastic Box 65 16 Module Surface Plastic Box 66 18 Module Surface Plastic Box 67 1 Module Plate 68 2 Module Plate 69 3 Module Plate 70 4 Module Plate 71 6 Module Plate 72 8 Module Plate 73 12 Module Plate 74 16 Module Plate 75 18 Module Plate 76 Switches 240V, 50Hz, 20A, 1Way, 1 Module 77 Sockets 240V, 50Hz, 10A, Multi Socket, 2 Module 78 Socket 6A, 2 Module 79 Socket 6A / 16A, Twin Socket, 2 Module 80 Fan Regulator, 240V, 100W, 2 Module 81 Cord Outlet With Grip 82 Usb-A Charger, Single Port, ( 2.1A, 5Vdc ) , 1Module 83 Blank Plate, 1 Module 84 Switches 240V, 50Hz, 10A, 1Way, 1 Module 85 Switches 240V, 50Hz, 16A, 1Way, 1 Module 86 Socket 6A, Twin Socket, 3 Module 87 Socket 6A / 16A, Twin Socket, 2 Module 88 Socket Universal 13Amp, 3 Module 89 Fan Regulator, 240V, 2 Module 90 Wing Type Ss Panel Lock ( Without Key ) 91 Wing Type Ss Panel Lock ( With Key ) 92 Led Type Indication Lamps, 110 V Ac, Red 93 Led Type Indication Lamps, 110 V Dc, Green 94 Led Type Indication Lamps, 110 V Dc , Amber 95 Led Type Indication Lamps, 110 V Dc , Blue 96 Led Type Indication Lamps, 110 V Dc , White 97 Led Type Indication Lamps, 240V Ac, Red 98 Led Type Indication Lamps, 240V Ac, Green 99 Led Type Indication Lamps, 240V Ac, Amber 100 Led Type Indication Lamps, 240V Ac, Blue 101 Led Type Indication Lamps, 240V Ac, White 102 Led Type Indication Lamps, 240V Ac, Yellow 103 Fuses 104 Fuses 105 Fuses 106 Fuses 107 Fuses 108 Fuses 109 Fuses 1 Closing Coil 110 Vdc For 24 Kv, Vaccum Circuit Breaker 2 Tripping Coil 110V Dc, For 24 Kv, Vaccum Circuit Breaker 3 Spring Charging Motor 110Vdc For 24Kv, Vaccum Circuit Breaker 4 Auxiliary Relay110vdc Contact 4C / Oly4 Ndc For 24Kv, Vaccum Circuit Breaker 5 Sds Plug With Wires For 24Kv, Vaccum Circuit Breaker 6 Breaker Ht Contacts ( Finger Type ) 7 Hrc Pt Fuse3.15A, Huphen 8 Current Transformer Ctr=600 / 1 ( Core1:5Va, Cl:1.0, Core2:5Va, Cl:5P1 0 ) 9 Current Transformer Ctr=400 / 1 ( Core1: 5Va, Cl:1.0, Core2: 5Va, Cl:5P10 ) 10 Current Transformer Ctr=100 / 1 ( Core1: 5Va, Cl:1.0, Core2: 5Va, Cl:5P10 ) 11 Current Transformer Ctr=75 / 1 ( Core1:5Va, Cl:1.0 Core2:5Va, Cl:5P10 ) 12 Current Transformer Ctr=50 / 1 ( Core:Cl:Pxvk=200V , Imag=30Ma @Vk / 2, [email protected]. ) 13 Current Transformer Ctr=50 / 1 ( Core:5Va, Cl:1.0 ) 14 Current Transformer Ctr=25 / 1 ( Core1:5Va, Cl:1.0 Core2:5Va, Cl:5P10 ) , 15 Current Transformer Ctr=15 / 1 ( Core1:5Va, Cl:1.0 Core2:5Va, Cl:5P10 ) , 16 Potential Transformer Ratio: ( 22Kv / V3 ) / ( 110V / V3 ) , 50Va 17 Local Remote Selector Switch, Flush Mounting, 4Pole & 4 Position, 16A, 240Vac / Dc, 18 Trip Neutral Close Switch, 4Way & 3 Position, Return To Neutral, 20A, 660Vac / Dc 19 110V Dc, 50Hz, 96X96mm Digital Ammeter Range = 0- 15A-600A 20 110V Dc, 50Hz, 96X96mm Digital Voltmeter Class:1.0 Range=0-22 Kv 21 Thermostat ( 230Vac ) , Range ( 0- 755Degreecentigrate ) 22 Emergency Stop Button ( 1N / O +1N / C ) , Stay Put 23 10A, Dc, Double Pole Mcb 24 16A, Dc, Double Pole Mcb 25 6A, Ac, Double Pole Mcb 26 6A, Ac, Tripple Pole Mcb With1c / O Aux. Contact 27 Sel751a, 110Vdc, 1A, 5 0Hz, Protectionrelay 28 Sel751a110vdc, 1A, 5 0Hz, Protectionrelay 29 Sel751a110vdc, 1A, 5 0Hz, Protectionrelay 30 Sel751a110vdc, 1A, 5 0Hz, Protectionrelay 31 Sel751a110vdc, 1A, 5 0Hz, Protectionrelay 32 Sel751a 110V Dc, 1A, 50Hz, Protection Relay 33 Door Limit Switch, 15A 34 63A, Neutral Link 35 Push Button ( 1No ) , Momentary Type Dia- 22.5Mm, Mm, Black Colour 36 Plug & Socket ( Industrial Type ) , 32A, 3Pin 415Vac 37 22Kv Busbar Boot ( R, Y, B ) 38 Busbar Sleeves 39 Mv Panel Bushings 1 Alternator 2 Tensioner, Belt 3 Belt, Vribbed 4 Strainer, Fuel 5 Pickup, Magnetic 6 Sensor, Temperatu Re 7 Harness, Wiring 8 Switch, Temperatu Re 9 Pump, Water 10 Cartridge, Luboil Filter 11 Separator, Fuelwa Ter 12 Filter, Fuel 13 Inhibitor, Corrosi On5liters 14 Valvolinepremium Blue7800p 15 Bcheckkit, Kvrad 16 Alternator 17 Tensioner, Belt 18 Sensor, Pressure 19 Panel, Control 20 Switch, Magnetic 21 Sensor, Temperatu Re 22 Harness, Wiring 23 Harness, Wiring 24 Switch, Key 25 Motor, Starting 26 Alternator 27 Belt, V 28 Senderlow_ Coolant 29 Sensortemperature 30 Cabinet ( Pcc2100 ) 31 Harness-Ac ( Pmg ) 32 Harness-Ac ( Pmg ) 33 Valve, Shutoff 34 Display Unit ( Pcc3300 ) 35 Motor, Starting 36 Sender, Pressure 37 Coolant, Eg50:50 Premixed 50 L 38 Valvo Line Premium Blue 7800P 1 Semi Conductor Fuses 2 Condenser 0.47Mfd, 2000Vac 3 Capacitor 20 Micro Farad, 750Vac, 50Hz 4 Acct Ratio 1100:1A, 15Va, Class:5P10 5 W.W Resistor Type 4Ohms, 250W 6 Fuse Make Kiyosh 1022 7 Trigger Fuse Ti600 8 Micro Switch 9 Dc Capacitor Type Mkv20 Mfd ±10%, 1300Vdc 10 Micro Switch 11 Dcct As Per Tda-4903 12 Acct As Per Tda-4903 13 Double Side Cooled Capsule Assembly 14 Bridge Diode By255 15 Dc Voltage Transducer ( 0-10Vdc ) 16 Dc Ammeter, Taut Band Circular Scale0-1A 17 Dc Voltmeter, Taut Band Circular Scale0- 10Volts 18 Transformer Tda-5581 19 Relay Type 3R-3-240, 240Volts Ac 20 Relay Type 3R-3-24, 24 Volts Dc 21 Relay Type 4R-3-24, 24 Volts Dc 22 Fuse Blow Out Circuit 23 Resistor Board For Fuse Blow Out 24 Miniature Circuit Breaker 25 Miniature Circuit Breaker 26 Electromagnetic Relays, 4R-3-110Vdc 27 Solid State Buzzer Suitable For 110Vdc Supply 28 Smps 230V To 24 Vdc 29 Control Relay Panel ( Relay Type 4R-3- 110Vdc ) 1 Repairing Of 180Watts, 600Mm, 230 V Ac Exhaust Fan Motors 2 Repairing Of 410 Watts, 450Mm, 230 Volts Exhaust Fan Motors 3 Repairing Of 55Watts, 300 Mm Exhaust Fan Motors 4 Repairing Of 80Watts, 240 Mm Exhaust Fan Motors 5 Repairing Of 75 Watts Ceiling Fans 6 Repairing Of 1.5 Hp Motors 7 Repairing Of 0.5 Hp Motors 8 Repairing Of 9.3Kw, 415Volts Motors 9 Repairing Of 55Kw, 415Volts Motors 10 Repair & Servicing Of Generator ( Petrol ) 3Kva, 230Volts 11 Repair & Servicing Of Diesel Engine 77Hp, 415 Volts 12 Repair & Surviving Of Power Rail Cutting Machine 13 Repairing Of Cutting Machine 2000 Watts 220-230V 10 A 14 Repair & Servicing Of Rail Bending Machine 10000 Psi 15 Repair& Servicing Of Huck Gun ( Bending Machine ) , 700 Bar 16 Repair & Servicing Of Three Phase Squirrel Cage Induction Motors 1.5Kw / 2Hp 17 Repair & Servicing Of Huck Gun Machine 10000Psi / 700Bar 1 Current Sensor 2 Thermistor ( Air ) 3 Printed Circuit Assembly Fan Service ) 4 Propeller Fan 5 Current Sensor 6 Current Sensor 7 Printed Circuit Assembly ( Main ) 8 Printed Circuit Assembly ( Main ) 9 Printed Circuit Assembly ( Inverter ) 10 Dc Fan Motor Assembly 11 Current Sensor 12 Thermistor ( Air ) 13 Printed Circuit Assembly ( Main ) 14 Printed Circuit Assembly ( Noise Filter ) 15 Printed Circuit Assembly ( Inverter ) 16 Thermistor ( Air ) 17 Thermistor Assembly 18 Printed Circuit Assembly ( Noise Filter ) 19 Printed Circuit Assembly ( Inverter ) 20 Printed Circuit Assembly ( Inverter ) 21 Printed Circuit Assembly ( Noise Filter ) 22 Printed Circuit Assembly ( Fan ) 23 Printed Circuit Assembly ( Inverter ) 24 Reactor 25 Reactor 26 Printed Circuit Assembly ( Inverter ) 27 Printed Circuit Assembly ( Fan ) 28 Printed Circuit Assembly ( Fan ) 29 Thermistor Assembly 30 Thermistor Assembly 31 Thermistor Assembly 32 Printed Circuit Assembly ( Noise Filter ) 33 Propeller Fan Assembly 34 Printed Circuit Assembly ( Over Voltage ) 35 Thermistor Assembly 36 Printed Circuit Assembly ( Over Voltage ) 37 Fan Motor 38 Dc Fan Motor 39 Dc Fan Motor 40 Propeller Fan 41 Reactor 42 Printed Circuit Assembly ( Fan 43 Printed Circuit Assembly 44 Cross Flow Fan Assembly 45 Printed Circuit Assembly 46 Cross Flow Fan Assembly 47 Cross Flow Fan Assembly 48 Printed Circuit Assembly 49 Printed Circuit Assembly 50 Cross Flow Fan Assembly 51 Cross Flow Fan Assembly 52 Printed Circuit Assembly 53 Thermistor ( Coil Liquid ) 54 Thermistor ( Suction Air 55 Thermistor ( Coil Gas ) 56 Stepping Motor 57 Remote Assembly 58 Remote Assembly 59 Remote Assembly 60 Remote Assembly 61 1.5 Sq.Mm, 1100 Volt Wire 62 2.5 Sq.Mm, 1100 Volt Wire 63 Instantaneous Earth Fault Relay ( Cag14 ) 64 Instantaneous Over Current Relay ( Cag 37 ) 65 1 Sq.Mm, 3 Core, 1100 Volt, Flexible Copper Cable
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Contract Value:
1.60 Crore
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Contract Date:
23-Mar-2026
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Contractor Name:
SURYA ENTERPRISE
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38.
Public Works Department
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West Bengal
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BRR:9864301
Tender for Supply, Installation, Testing And Commissioning Of It And Allied Infrastructure Work Data Connectivity, Cctv System And Biometric System For Office Of The Deputy Controller Of Civil Defence, North Sub Area At 18, Jatindra Mohan Avenue, Kolkata, Nda/Pre Qualification As Specified In Nit Documents
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Contract Value:
6.44 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
AVSON TECHNOLOGIES
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39.
Orissa State Police Housing And Welfare Corporation Limited
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Odisha
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BRR:9863898
Tender for Construction Of Development Of Holistic Infrastructure Of Baba Akhandalmani Temple At Aradi, Bhadrak.
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Contract Value:
6.60 Crore
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Contract Date:
24-Mar-2026
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Contractor Name:
SUKANT NAYAK
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40.
Indian Institute Of Technology
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Himachal Pradesh
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BRR:9863784
Infrastructure Development For The Establishment Of The Establishment Of Cpam Re And Dm Lab Of The North Campus.
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Contract Value:
30.90 Lakhs
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Contract Date:
16-Jan-2026
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Contractor Name:
GANESH DUTT
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41.
Chandigarh Administration Engineering Department
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Chandigarh
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BRR:9863700
Tender for Providing Complete Infrastructure In Classrooms, Library And Office On Upper Floors In New Building ( Block-C) Ccet (Degree Wing), Sector-26, Chandigarh.
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Contract Value:
49.28 Lakhs
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Contract Date:
05-Jan-2026
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Contractor Name:
SHALU GUPTA
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42.
Public Works Department
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Assam
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BRR:9863673
Tender for Infrastructure Development Of Falihamari High School At Falihamari, Under Morigaon District
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Contract Value:
7.92 Crore
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Contract Date:
23-Mar-2026
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Contractor Name:
R.K CONSTRUCTION
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43.
Public Works Department
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Assam
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BRR:9863666
Tender for Construction Of Creation Of Utility Infrastructure At Khring Khring Baitho Mandir At Dangari, Tinsukia, Assam On Epc-Mode-I
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Contract Value:
24.43 Crore
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Contract Date:
23-Mar-2026
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Contractor Name:
MS ZED ENGINEERS
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44.
Government Polytechnic College
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Tamil Nadu
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BRR:9863357
Tender For Purchase Of Books , Purchase Of Books (As Per Nit) , Soil Machainics And Foundation Engineering , Text Book Ofsoil Machanics And Foundation Engineering , Soil Machanics And Foundations , Soil Machanics And Foundation Engineering(Geo Technical Engineerig) , Hydrology And Water Resorces Engg , Water Supply Engg , Sewage Disposal And Air Pollution Engg , Civil Engineering Objective Type Conventional Questions And Answers , Fundametal Of Enterepreneurship , Business Regulatory Framework , Enterepreneurship Development And Small Business Enter Prise , Construction Project Manegement , Design Of Reinforced Concrete Structures , Civil Engineering Through Objective Type Questions 3Rd Edition , Concrete Technology Theory And Practice , Transportation Engineering , Civil Engineering Conventional &Objective Type , Strength Of Materials , Fluid Mechanics Hydraulic Machines , Structural Analysis Volume-1 , Structural Analysis Volume-2 , Surveying Volume-1 , Surveying Volume-2 , Project Planinng And Control With Pert&Cpm , Civil Engineering (Objective Types) 4Th Edition , Civil Engineering Materials And Construction Prctice , Estimating And Costing In Civil Engineering , Building Planning And Drawing , Building Planning And Drawing , Civil Engineering Ese 2023 Preliminary Examination Volume-1 , Civil Engineering Ese 2023 Preliminary Examination Volume-2 , Civil Engineering Objective Type Questions , Civil Engineering Gate 2026 Solved Questions , Engineering Machanics , Strength Of Materials , Fluid Machanics , Thermodynamics , Heat And Mass Transfer , Manufacturing Process , Automobile Technology , Production Planning And Comtrol , Operational Research , Design Of Machine Elements , Theory Of Machines , Power Plant Engineering , Contemporary Abstract Algebra , Linear Algebra Done Right , Foundations Of Complex Analysis , Linear Algebra , Topology Of Metric Spaces , Introduction To Partial Differential Equations , Differential Equations , Statiistics Without Tears , Engineering Chemistry-Fundamentals And Applications , Engineering Chemistry-17 Edition , Carrahers Polymer Chemistry Eighth Edition , Polymer Chemistry , Environmental Chemistry-10Th Edition , Engineering Materials And Metallurgy , Vogels Textbook Of Quantitative Chemical Analysis , Conceptual Physics , An Introduction To Physics , Concept Of Physics , Oxford Companion To English Language And Literature , Oxford English Dictionary , Industrial Robotics , Sensors & Transducers , Industrial Electronics , A Text Book Of Machatronics , Introduction To Robotics;Mechanics And Control , Industrial Robotics ;Technology, Programming And Applications , Robotics Simplified , Digital Logic And Computer Design , Digital Design Principles And Practices , Digital Design And Computer Architecture , Fundamentals Of Digital Circuits , Mysql- The Complete Reference , Mysql Pocket Reference , Modern Digital Electronics , Foundamentals Of Digital Circuits , Digital Design And Computer Architecture , Programming In C , Fundamentals Of Computing And Programming In C , Programming In Ansi C , Web Development And Design Foundations , Mastering Html, Css & Javascript Web Publishing , Java Script;The Complete Reference , Operating System Pirinciples , Operating Systems -Internal And Design Principle , Modern Operating Systems , Data Communication And Networking , Computer Networks , Data And Computer Communication , Data Structures And Algorithms Using Python , Python Data Structures And Algorithms , Programming With Java , Java Programming For Core And Advanced Learners , The Complete Reference Java , Automate The Boring Stuff With Python , Python Data Science Handbook,Essential Tool For Working With Data , Python For Data Analysis Data Wrangling Withpandas , Coreldrawx7;The Official Guide , Adobe Photoshop Classroom In A Book , Design With Canva;A Complete Guide On How To Use Canva , Java Script;The Complete Reference , Beginning Php6,Apache,Mysql,Web Development , Mastering Node.Js , Mastering Cloud Computing , Cloud Application Architectures;Building Applications And Infrastructure In The Cloud , Cloud Computing,1St Edition , The Basics Of Hacking And Penetration Testing;Ethical Hacking And Penetration Testing Made Easy , Computer Security Principles And Practice , Grey Hat Hacking ; The Ethical Hackers Handbook , Internet Of Things -A Hands On Approach , Internet Of Things , Digital Twin Technology , Computer Installation And Servicing , Data Communication And Networking , Computer Networks , Fundamental Of Multimedia , Multimedia; Making It Work , Fundamentals Of Entrepreneurship , Fundamentals Of Entrepreneurship , Entrepreneurship Development & Management , Head First Android Development ;A Brain -Friendly Guide , Android Programming For Beginners , Android Application Development All- In -One For Dummies , Financial Accounting , Cost And Management Accounting , Corporate Accounting , Marketing , Principles Of Management , Audiiting
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Contract Value:
1.60 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
TBH PUBLISHERS AND DISTRIBUTOR
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45.
Public Works Department
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Tripura
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BRR:9863192
Tender for Repair/Restoration Of Damaged Infrastructure Of Drinking Water Scheme Under Jurisdiction Of Dws Sub-Division, Hezamara, West Tripura /Sh:- Renovation Of 2(Two ) Nos. Of Semi Permanent Pump House & Other Allied Works Etc At (I) Paschim Chandpur Dtw Scheme Ii)Purba Chandpur Dtw Scheme By Maintenance And Repairing Of Pump House In/C. Other Allied Works Under Dws Sub-Division Hezamara During The Year 2025-26.
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Contract Value:
9.90 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
Samar Debbarma
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46.
Public Works Department
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Tripura
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BRR:9863191
Tender for Repair/Restoration Of Damaged Infrastructure Of Drinking Water Scheme Under Jurisdiction Of Dws Sub-Division, Hezamara, West Tripura /Sh:- Renovation Of 2(Two ) Nos. Of Semi Permanent Pump House & Other Allied Works Etc At (I) Chachu Bazar Arws Scheme Ii)Gaja Para Dtw Scheme By Maintenance And Repairing Of Pump House In/C. Other Allied Works Under Dws Sub-Division Hezamara During The Year 2025-26.
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Contract Value:
9.90 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
UTPAL DEBBARMA
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47.
Public Works Department
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Tripura
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BRR:9863178
Tender for Strengthening Of Veterinary Health Care Infrastructure Through Construction Of Veterinary Hospital G 1 Storied At Sabroom South Tripura District Phase Ii Ground Floor Only Providing Internal Electrification Thereof
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Contract Value:
1.03 Lakhs
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Contract Date:
06-Mar-2026
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Contractor Name:
PAKESH DAS
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48.
Bridge And Roof Company India Limited
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Odisha
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BRR:9862901
Tender For Construction Of Balance Work Of Social Security Integrated Infrastructure Complex (Old Age Home) At Malkangiri Under Department Of Social Security And Empowerment Of Person With Disabilities (Ssepd), Govt. Of Odisha
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Contract Value:
4.75 Crore
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Contract Date:
24-Mar-2026
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Contractor Name:
Priyabrata Rout
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49.
Public Works Department
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Assam
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BRR:9862643
Infrastructure Development Works Of Laokhowa High School, Nagaon
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Contract Value:
7.74 Crore
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Contract Date:
24-Mar-2026
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Contractor Name:
Ramesh Kr. Agarwalla
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50.
Department Of Welfare Of Plain Tribes & Backward Classes
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Assam
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BRR:9862627
Tender for Infrastructure Development Of United Tribal High School Under Sissiborgaon Lac In Dhemaji District.
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Contract Value:
49.98 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
Manuj Bhuyan
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51.
Public Health Engineering Department
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West Bengal
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BRR:9861403
Tender for Providing Infrastructural & Logistic Support To The Capf Pertaining To Sinking Of Tube Well, Construction Of Temporary Latrine, Temporary Closed Bath, Masonry Vat, Hand Wash Arrangement, Installation Of Pvc Tank, Submersible Pump, Water Supply Arrangements Through Water Tanker And Water Jar (20 Liter), Supply Of Bucket, Mug Etc. In Connection With Wbla 2026 At 5 (Five) Nos Accommodation Venue Of Jalpaiguri Sadar Block For The Period Of 15 Days Under Jalpaiguri District.
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Contract Value:
Ref. Documents
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52.
Public Health Engineering Department
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West Bengal
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BRR:9861402
Tender for Providing Infrastructural & Logistic Support To The Capf Pertaining To Sinking Of Tube Well, Construction Of Temporary Latrine, Temporary Closed Bath, Masonry Vat, Hand Wash Arrangement, Installation Of Pvc Tank, Submersible Pump, Water Supply Arrangements Through Water Tanker And Water Jar (20 Liter), Supply Of Bucket, Mug Etc. In Connection With Wbla 2026 At 5 (Five) Nos Accommodation Venue Of Maynaguri Block For The Period Of 15 Days Under Jalpaiguri District.
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53.
Public Health Engineering Department
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West Bengal
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BRR:9861401
Tender for Providing Infrastructural & Logistic Support To The Capf Pertaining To Sinking Of Tube Well, Construction Of Temporary Latrine, Temporary Closed Bath, Masonry Vat, Hand Wash Arrangement, Installation Of Pvc Tank, Submersible Pump, Water Supply Arrangements Through Water Tanker And Water Jar (20 Liter), Supply Of Bucket, Mug Etc. In Connection With Wbla 2026 At 5 (Five) Nos Accommodation Venue Of Dhupguri Block For The Period Of 15 Days Under Jalpaiguri District.
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Refer Document
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54.
Public Health Engineering Department
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West Bengal
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BRR:9861400
Tender for Providing Infrastructural & Logistic Support To The Capf Pertaining To Sinking Of Tube Well, Construction Of Temporary Latrine, Temporary Closed Bath, Masonry Vat, Hand Wash Arrangement, Installation Of Pvc Tank, Submersible Pump, Water Supply Arrangements Through Water Tanker And Water Jar (20 Liter), Supply Of Bucket, Mug Etc. In Connection With Wbla 2026 At 5 (Five) Nos Accommodation Venue Of Banarhat Block For The Period Of 15 Days Under Jalpaiguri District.
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Refer Document
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55.
Public Health Engineering Department
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West Bengal
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BRR:9861399
Tender for Providing Infrastructural & Logistic Support To The Capf Pertaining To Sinking Of Tube Well, Construction Of Temporary Latrine, Temporary Closed Bath, Masonry Vat, Hand Wash Arrangement, Installation Of Pvc Tank, Submersible Pump, Water Supply Arrangements Through Water Tanker And Water Jar (20 Liter), Supply Of Bucket, Mug Etc. In Connection With Wbla 2026 At 5 (Five) Nos Accommodation Venue Of Nagrakata Block For The Period Of 15 Days Under Jalpaiguri District.
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Refer Document
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56.
Public Health Engineering Department
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West Bengal
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BRR:9861398
Tender for Providing Infrastructural & Logistic Support To The Capf Pertaining To Sinking Of Tube Well, Construction Of Temporary Latrine, Temporary Closed Bath, Masonry Vat, Hand Wash Arrangement, Installation Of Pvc Tank, Submersible Pump, Water Supply Arrangements Through Water Tanker And Water Jar (20 Liter), Supply Of Bucket, Mug Etc. In Connection With Wbla 2026 At 5 (Five) Nos Accommodation Venue Of Matiali Block For The Period Of 15 Days Under Jalpaiguri District.
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Refer Document
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57.
Public Health Engineering Department
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West Bengal
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BRR:9861397
Tender for Providing Infrastructural & Logistic Support To The Capf Pertaining To Sinking Of Tube Well, Construction Of Temporary Latrine, Temporary Closed Bath, Masonry Vat, Hand Wash Arrangement, Installation Of Pvc Tank, Submersible Pump, Water Supply Arrangements Through Water Tanker And Water Jar (20 Liter), Supply Of Bucket, Mug Etc. In Connection With Wbla 2026 At 5 (Five) Nos Accommodation Venue Of Mal Block For The Period Of 15 Days Under Jalpaiguri District.
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Contract Date:
Refer Document
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58.
Public Health Engineering Department
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West Bengal
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BRR:9861396
Tender for Providing Infrastructural & Logistic Support To The Capf Pertaining To Sinking Of Tube Well, Construction Of Temporary Latrine, Temporary Closed Bath, Masonry Vat, Hand Wash Arrangement, Installation Of Pvc Tank, Submersible Pump, Water Supply Arrangements Through Water Tanker And Water Jar (20 Liter), Supply Of Bucket, Mug Etc. In Connection With Wbla 2026 At 5 (Five) Nos Accommodation Venue Of Kranti Block For The Period Of 15 Days Under Jalpaiguri District.
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59.
Indian Institute Of Management
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Tamil Nadu
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BRR:9861340
Tender For Providing Catering Services Along With Infrastructure Arrangements For The Fourteenth Annual Convocation At Iim Tiruchirappalli.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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60.
Department Of Agriculture
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Haryana
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BRR:9861201
Tender for Land Development Programe Through Vertical Drainage Project At Village Siser Block Hansi -Ii
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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61.
Public Health Engineering Department
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Haryana
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BRR:9861196
Tender for N.S. Item , Providing And Fixing Battery Powered Ultra Sonic Meteorology Sensing System (Flow Meter) 150 Mm I/D With Ip68 Enclosure Against All Weather Impact, Durable, Good Tensile Strength, Corrosion Resistant, Powder-Coated Metal Casing, Inbuilt Dual Sim (4G/5G), Lcd Display With Flow Direction, Forward And Reverse Flow Rate, Cumulative Forward Flow, Device Name Etc, Accuracy Shall Be As Per Iso 4064, Class 2, Private Access On Desktop And Mobile, Secure Cloud (Cloud Based Software Comprising Of Middle Ware, Database And Front-End Web Interface Through Suitable Dashboards, Aggregation Screens And Gis Assisted Drill-Down From Macro To Micro To Be Provided. Application Data Hosting. Cloud Services Of Ministry Of Electronics And Information Technology (Meity), Government Of India Empanelled Cloud Service Providers Shall Be Taken. Cloud Service Provider Must Adhere The Security Standards And Guidelines Issued By Meity From Time-To-Time. As The Data Belongs To The State Government Of Haryana, Therefore The Application And Data Hosted On Cloud Must Be Kept And Stored In Data Centres Located In India Only. Any Change In Application Requirement Or Infrastructure Shall Be Borne By The Implementation Agency. Implementation Agency Shall Carry Out The Application Security Audit From A Certified Auditor (Ca). Application And Data Shall Be Kept Confidential And Only The Authorized Users Shall Have The Access To It. Implementation Agency Shall Be Responsible For Any Data Theft Or Data Leakages.) (Inline Flange Type) , Providing And Fixing Battery Powered Ultra Sonic Meteorology Sensing System (Flow Meter) 200 Mm I/D With Ip68 Enclosure Against All Weather Impact, Durable, Good Tensile Strength, Corrosion Resistant, Powder-Coated Metal Casing, Inbuilt Dual Sim (4G/5G), Lcd Display With Flow Direction, Forward And Reverse Flow Rate, Cumulative Forward Flow, Device Name Etc, Accuracy Shall Be As Per Iso 4064, Class 2, Private Access On Desktop And Mobile, Secure Cloud (
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Refer Document
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Contractor Name:
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62.
Public Health Engineering Department
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Haryana
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BRR:9861195
Tender for N.S. Item , Providing And Fixing Battery Powered Ultra Sonic Meteorology Sensing System (Flow Meter) 150 Mm I/D With Ip68 Enclosure Against All Weather Impact, Durable, Good Tensile Strength, Corrosion Resistant, Powder-Coated Metal Casing, Inbuilt Dual Sim (4G/5G), Lcd Display With Flow Direction, Forward And Reverse Flow Rate, Cumulative Forward Flow, Device Name Etc, Accuracy Shall Be As Per Iso 4064, Class 2, Private Access On Desktop And Mobile, Secure Cloud (Cloud Based Software Comprising Of Middle Ware, Database And Front-End Web Interface Through Suitable Dashboards, Aggregation Screens And Gis Assisted Drill-Down From Macro To Micro To Be Provided. Application Data Hosting. Cloud Services Of Ministry Of Electronics And Information Technology (Meity), Government Of India Empanelled Cloud Service Providers Shall Be Taken. Cloud Service Provider Must Adhere The Security Standards And Guidelines Issued By Meity From Time-To-Time. As The Data Belongs To The State Government Of Haryana, Therefore The Application And Data Hosted On Cloud Must Be Kept And Stored In Data Centres Located In India Only. Any Change In Application Requirement Or Infrastructure Shall Be Borne By The Implementation Agency. Implementation Agency Shall Carry Out The Application Security Audit From A Certified Auditor (Ca). Application And Data Shall Be Kept Confidential And Only The Authorized Users Shall Have The Access To It. Implementation Agency Shall Be Responsible For Any Data Theft Or Data Leakages.) (Inline Flange Type) , Supply And Erection Of 12 W Led Based Solar Light Street Light And Pole Of 5 Mtr With Rms Above Ground Level Complete In All Respect. , Less Credit For Ci Special , Credit Of Old Clear Water Pumping Machinery Of 1200 Lpm X 40 Mtr. Head ( As At Site)Including Dismantling Charges Without Electrical Panel And Valves, Pipes, Etc. , Credit Of Old Clear Water Pumping Machinery Of 800 Lpm X 30 Mtr. Head ( As At Site)Including Dismantling Charges Without Electr
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63.
Uttar Pradesh Housing And Development Board
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Uttar Pradesh
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BRR:9861038
Tender for Installation Of Cctv Camera At 11 Nos Various Chauraha (Ghantagarh Chauraha, Nirmal Tiraha, Bhangwa Chauraha, Ram- Ram Chauraha, Jail Tiraha, Thatheri Bazar, Railway Station Mod, Chilbila Chauki, Jila Aspatal Gate, Kapoor Chauraha And Vikram Chauraha) Identified By construction of Traffic At District Pratapgarh Under Infrastructure Fund.
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64.
Public Works Department
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Himachal Pradesh
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BRR:9859708
Tender for Construction Of Link Road Jaijon Modh To Tahliwal Chowk Via Bhai Ka Modh Including 3 Nos Bridges From Km. 0/0 To 17/500 ( Mdr-129 ) ( Sh:- Construction Of 60.0M Long Span Bridge Over Badhera Khad At Km. 2/505 Including Approach Road From Km. 2/100 To Km. 2/650 ) Under Central Road Infrastructure Fund.
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65.
Public Works Department
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Himachal Pradesh
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BRR:9859704
Tender for Construction Of Link Road Jaijon Modh To Tahliwal Chowk Via Bhai Ka Modh Including 3 Nos Bridges From Km. 0/0 To 17/500 (Mdr-129 ) ( Sh:- Construction Of 135.0 Long Span Bridge Over Kangar Khad At Km. 3/700 Including Approach Road From Km. 3/450 To Km. 4/100 ) Under Central Road Infrastructure Fund.
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66.
Public Works Department
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Himachal Pradesh
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BRR:9859702
Tender for Construction Of Link Road Jaijon Modh To Tahliwal Chowk Via Bhai Ka Modh Including 3 Nos Bridges From Km. 0/0 To 17/500 ( Mdr-129 ) ( Sh:- Construction Of 30.0 Long Span Bridge Over Palkwah Khad At Km. 11/315 Including Approach Road From Km. 11/100 To Km. 11/500 ) Under Central Road Infrastructure Fund.
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67.
Public Works Department
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Himachal Pradesh
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BRR:9859699
Tender for Construction Of Link Road Jaijon Modh To Tahliwal Chowk Via Bhai Ka Modh Including 3 Nos Bridges From Km. 0/0 To 17/500 ( Mdr-129 ) ( Sh:- Construction Of Road From Km. 0/00 To Km. 17/500 ) Under Central Road Infrastructure Fund.
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68.
Rural Engineering Department
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Uttar Pradesh
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BRR:9858576
Tender for Supply On Rent, Erection, Making Complete Arrangement / Set Up Required For Successful Organizing Of Hamirpur Mahotsav In Stadium Parisar Hamirpur Including Arrangement For Inaugural Function On 23.03.2026 And Closing Ceremony On 27.03.2026 As A Complete Job (Complete Works Of Erecting, Decorating Stage Based On Mahotsav Theme, Lights, Sound & Pa System, Proper Lighting Of The Whole Venue, Electric & Flower Decoration Of Venue, Entry Gate, All Tentage Works Like - German Hanger, Stage, Octanorm Stall, Sofa, Chairs, Carpet, Table, Barricading (Ballies & Mojo), Food Courts, Green House, Safe House With Attached Toilet, Erection Of Offices For Medical C , Water Dispenser, Electricity Etc. C Office Of Chairman/ Vip, Silent Generator Sets (Avr System) Of Required Capacity, And Other Necessary Items On Rental Basis For Successful Organizing Of Mahotsav Including Hiring, Loading, Unloading, Labour, Material, Fuel, T&P And Technical Personnels Excluding Gst (To Be Paid Extra As Per Actual) Etc & Dismantling All Erected Work After End Of Mahotsav (Event) Complete In All Respect Including Operation And Maintenance Of Whole Temporary Infrastructure During The Mahotsav (Event) Period On Item Rate Basis As Per The Satisfaction Of Mahotsav Samiti.
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69.
Ministry Of Home Affairs
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Bihar
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BRR:9858229
Bids Are Invited For Cyber Security Audit - Infrastructure Audit
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Contract Value:
30000.0
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Contract Date:
Refer Document
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Contractor Name:
G-INFO TECHNOLOGY SOLUTIONS PRIVATE LIMITED
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70.
Public Works Department
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Karnataka
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BRR:9858006
Construction Of Cement Concrete Road And Drainin Sc Colony Of Managutti Village, Hukkeri Taluk, Under Hoa 4059-80-051-0-60-422 S.C.P Chief Ministers Infrastructure Development Program For The Theyear 2025-26.
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Contract Value:
8.40 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
Rafik Ameensab Nadaf
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71.
Public Works Department
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Karnataka
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BRR:9857992
Installation Of Pavers From Lakshmi Sudhakar Bhajantri House To Sanju Lakshman Bhajantri House In Arjunawad Village At Hukkeri Taluka Belagavi District Under 4059-80-051-0-60-422 Scp - Chief Minister Infrastructure Development Programme For The Year 2025-26
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Contract Value:
8.04 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
Kumar A Dinnimani
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72.
Public Works Department
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Karnataka
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BRR:9857893
Construction Of Cement Concrete Road And Drain In Sc Colony Of Narsingpur Village, Hukkeri Taluk, Under Hoa 4059-80-051-0-60-422 S.C.P Chief Ministers Infrastructure Development Program For The Theyear 2025-26.
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Contract Value:
8.04 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
Kaviraj Manohar Balanaik
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73.
Maharashtra Industrial Development Corporation
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Maharashtra
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BRR:9857309
Tender for Addl Amravati Indl. Area...Pm Mitra Park Amravati (Nandgaonpeth) Package-I. Providing Trunk Infrastructure (Roads, Water Supply Network, Street Lights), Plug & Play Sheds, Amenities Like Security, Command & Control Center With Scada, Admin Building & Allied Works.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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74.
Military Engineer Services
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Manipur
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BRR:9857156
Tender For Provision Of Single Offrs Accn At Leimakhong Mil Stn. - BUILDING/STRUCTURE WORKS (Pre-priced) SITE CLEARANCE, LAND DEVELOPMENT & EARTHWORK (Pre-priced) ROADS/PATH/CULVERT (Pre-priced) INTERNAL WATER SUPPLY(Pre-priced) SEWAGE DISPOSAL (Pre-priced) AREA DRAINAGE(Pre-priced) HOT WATER SUPPLY (Pre-priced) INTERNAL ELECTRIC SUPPLY(Pre-priced) EXTERNAL ELECTRIC SUPPLY (Pre-priced) EXTERNAL WATER SUPPLY (Pre-priced) MISCELLANEOUS ITEMS.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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75.
Military Engineer Services
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Uttarakhand
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BRR:9857152
Tender For Provision Of Office Complex And Store Rooms For One Battalion And Addition Cum Special Repair To Training Infrastructure And Allied Facility For Officer Cadets Including Lady Cadets At Ima Dehradun
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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76.
Military Engineer Services
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Karnataka
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BRR:9857150
Engineering, Procurement And Construction Epc For Provision Of Quarantine Area Along With Infrastructure And Allied Facilities Special Work At Bangalore
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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77.
Modern Coach Factory
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Uttar Pradesh
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BRR:9856654
Supply Of Front Part For Lhb Coach.Front Part For Lhb Coach.,Front Part [Schedule Of Infrastructural Requirements To Specification No Mdts 21261 Re V. 03 Dated: 20.03.2020) To Be Masked As Per Drawing Number M1005396 Alt. Hm For Lhb Type Coach . Drawing No: Lp11105 Alt. Nil Note: 1) The Dimension Of Hub Flange Shall Be 136Mm (After Machinin G. Ref. Drawing Number: 1 10113.1.03.121.002) 2) The Dimension Of Center Of Cbc Center Ensures 146 Mm & 163 Mm (Ref. Drawing Number: Le11460 Alt. Nil, Sheet 1). 3) Dimension 309Mm, 82.5Mm And 75Mm From Buffer Plate (Ref. Drawing Number: 2 10113.0.03.130.112 Alt. Er2). Special Condition: To Maintain The Limit Of Straightness And Twist In Front Part Of The Under Frame, Inspection Fixture To Drawi Ng No Xj003601 Alt. A Is To Be Followed To Improve The Quality Of Front Part & Under Frame Of Lhb Coa Ches. Protection Procedure: A. Under Frame/Front Part Shall Be Applied With App To Rcf Spec. Mdts 48 279 Rev. 4, Amendment 1 Or Latest Instead Of Rozc. This App Shall Be Applied After Proper Cleaning Th E Surface And Welds. At Interfacing Positions Where Welding Is To Be Done Later On With Other Assembly Shall Be Masked As Per Drawing Number M1007679 Alt. Nil And No App Is To Be Applied In This Area S O That Fumes Are Not Generated During Welding In This Areas. B. Cbc Housing Inside Area Shall Be Grit/G Arnet Blasted And To Be Painted With Epoxy Metal Primer Of Dft 60 Micron And High Build Paint Elastifi Ed With Dft 140 Micron As Per Spec No. Mdts 094 As Mentioned In Drawing Number: M1005396 Alt. Hm, C. The Standard Welding Procedure Followed In Lhb Coaches For Welding Carbon Steel To Stainless S Teel Shall Be Applicable I.E. Specific Electrode, Post Process Of The Weld Etc. Packing Condition: Mcfpi0 42 Front Part Ver.0 [ Warranty Period: 84 Months After The Date Of Delivery ] ] => Limited
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Contract Value:
29.39 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
M/s. D.R. AUTO INDUSTRIES
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78.
Drinking Water And Sanitation Department
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Tripura
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BRR:9855979
Tender for Fdr/ Restoration Of Uws/Rws Scheme Under Gomati District, Tripura/Sh- Repair And Maintenance Of Damaged Infrastructure Of 12(Twelve) Nos. Flood Effected Scheme Along With All Other Allied Works Etc. Complete At Different Dtw Schemes Under The Jurisdiction Of Dws Sub-Division, Amarpur During The Year 2025-26(Gr-I).
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Contract Value:
23.98 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
Sukanta Bhattacharjee
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79.
Kerala State Coastal Area Development Corporation Limited
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Kerala
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BRR:9855960
Tender for Kllfb-Fsh003-06 -Strengthening Of Fish Marketing Infrastructure In Trivandrum, Kollam, And Alappuzha Districts Phase-2- Parippally Fish Market, Kollam District -Civil, Electrical & Fire Fighting Works(Re-Tender)
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Contract Value:
2.86 Crore
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Contract Date:
23-Mar-2026
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Contractor Name:
PRADEEP S
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80.
Kerala State Coastal Area Development Corporation Limited
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Kerala
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BRR:9855949
Tender for Kiifb Fsh003-07 - Strengthening Of Fish Marketing Infrastructure Of Seven Coastal Districts Of The State - Mankamkuzhy Fish Market In Alappuzha District - Design, Supply, Testing And Commissioning Of 5 Kld Effluent Treatment Plant And Biogas Plant - General Civil Work
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Contract Value:
15.91 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
GREEN WATER SCIENCE
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81.
Urban Local Bodies
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West Bengal
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BRR:9855629
Construction Reconstruction Of Cement Concrete Surface Drain At Different Slum Area Within Ward No - 7 Of Bankura Municipality Under Infrastructure Development Of Pmay-H. F. A. (2019 - 20) 2 Nd Phase Scheme
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Contract Value:
1.50 Lakhs
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Contract Date:
27-May-2025
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Contractor Name:
ANJAN KUMAR DESHMUKH
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82.
Public Health Engineering Department
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West Bengal
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BRR:9855431
Balance Pipe Line For Providing Functional Household Tap Connection (Fhtc), Approach Road With Land Development Of Headwork Site, 2Nd Tubewell Site And Road Restoration Of Tenahari Pwss At Raiganj Block Under Raiganj Division, Phe Dte., Uttar Dinajp
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Contract Value:
26.61 Lakhs
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Contract Date:
18-Dec-2024
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Contractor Name:
M/s Maa Tara Construction
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83.
Public Health Engineering Department
|
West Bengal
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BRR:9855430
Balance Pipe Line For Providing Functional Household Tap Connection (Fhtc), Approach Road With Land Development Of Headwork Site, 2Nd Tubewell Site And Road Restoration Of Kuliara Anantapur Pwss At Raiganj Block Under Raiganj Division, Phe Dte., Utt
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Contract Value:
40.58 Lakhs
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Contract Date:
18-Dec-2024
|
Contractor Name:
M/s Lokenath Construction
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84.
Public Works Department
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West Bengal
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BRR:9855101
Tender for Supply, Installation, Testing And Commissioning Of Lan, Wi-Fi, Intercome System, Cctv Surveillance System, Conference Hall Audio-Visual System, Public Address System Along With Allied Infrastructure At Lb Dutta Rural Hospital, Muchisa, Budge- Budge- Ii, South 24 Parganas.: Additional Accessories [Job No: Kit/Ow/341 Of 25-26]
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Contract Value:
1.97 Lakhs
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Contract Date:
20-Mar-2026
|
Contractor Name:
JOY MAA TARA ELECTRICAL CO
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85.
Public Works Department
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West Bengal
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BRR:9855098
Tender for Supply, Installation, Testing And Commissioning Of Audio System And Allied Infrastructure For Minerva Natya Sanskriti Charcha Kendra, 6, Utpal Dutta Sarani, Kolkata
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Contract Value:
3.03 Lakhs
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Contract Date:
20-Mar-2026
|
Contractor Name:
VORTEX ELECTRONICS PVT LTD
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View Tender Results
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86.
District Magistrate
|
West Bengal
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BRR:9854888
Providing Infrastructure Facilities For D.C. R.C. Venue At Dr. B.R. Ambedkar Collage In Connection With The Parliament General Election 2024.For Civil Work
|
|
Contract Value:
9.35 Lakhs
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Contract Date:
21-Mar-2026
|
Contractor Name:
R. B. CONSTRUCTION
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View Tender Results
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87.
District Magistrate
|
West Bengal
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BRR:9854498
Providing Infrastructure Facilities At Different Dc Rc Counting Venue Etc. In Connection With The Parliament General Election 2024.For Electrical Work
|
|
Contract Value:
3.88 Lakhs
|
Contract Date:
21-Mar-2026
|
Contractor Name:
R. B. CONSTRUCTION
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View Tender Results
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88.
Rural Development Department
|
Kerala
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BRR:9854374
Tender for Ncfrw-Ncfrw-Ncfrw Immediate Restoration And Improvement Of The Damaged Infrastructure Pathirippala Gandhi Sevasadan Road Rennovation In Lakkidi Perur Grama Panchayath Lakkidi Perur -Pathirippala Gandhi Sevasadan Road Rennovation-General Civil Work
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Contract Value:
8.26 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
K HARINARAYANAN
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89.
Kerala Water Authority
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Kerala
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BRR:9854352
Tender for Others-Comprehensive Proposal For Infrastructure Enhancement Of Sewage Treatment Plant At Muttathara-Proposal For Essential Upgrades, Road Tarring Work, And Solar Power System Installation-Sewerage Work
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Contract Value:
1.95 Crore
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Contract Date:
21-Mar-2026
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Contractor Name:
Sivankuttynair G
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View Tender Results
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90.
Local Self Government Department
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Kerala
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BRR:9854326
Tender for Annual Plan-2025-26, Uzhavoor Bp, 228/26,-Basic Infrastructure Developments For Womens Fitness Center At Vayala Cultural Center In Kadaplamattam Gramapanchayath- Vembally Division-General Civil Work
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Contract Value:
73716.0
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Contract Date:
21-Mar-2026
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Contractor Name:
ASWANTH PUSHKARAN
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View Tender Results
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91.
Public Works Department
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Kerala
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BRR:9854276
Tender for Kasargod Development Package-Infrastructure Development To Ghss Shiriya In Puthige G.P-Electrification-Motor Work-General Electrical Work
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Contract Value:
85541.0
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Contract Date:
21-Mar-2026
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Contractor Name:
GANESH PRASAD I
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View Tender Results
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92.
Department Of Agriculture
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Tripura
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BRR:9853557
Tender for Preparation Of Estimate Against Master Plan On Design Of Landscaping And Beautification With Overall Infrastructure Development Of Rabindra Kanan Amusement Park Sh Cafeteria.
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Contract Value:
18.25 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
ABHIJIT ROY
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View Tender Results
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93.
Drinking Water And Sanitation Department
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Tripura
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BRR:9853546
Tender for Fdr/ Restoration Of Uws/Rws Scheme Under Gomati District, Tripura/Sh- Repair And Maintenance Of Damaged Infrastructure Of 12(Twelve) Nos. Flood Effected Scheme Along With All Other Allied Works Etc. Complete At Different Dtw Schemes Under The Jurisdiction Of Dws Sub-Division, Amarpur During The Year 2025-26(Gr-Ii).
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Contract Value:
23.98 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
SANKAR PRASAD CHOUDHURY
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94.
Public Works Department
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Haryana
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BRR:9853384
Tender for Providing Consultancy Services By Architectural Firm For Planning And Design Of Proposed Upgradation Of Existing Infrastructure Of State Government Ayurvedic Drug Testing Laboratory, Kurukshetra (Sdtl) With Latest Equipment And Technology.
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Contract Value:
4.89 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
LAXMAN
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View Tender Results
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95.
Public Works Department
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West Bengal
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BRR:9852840
Tender for Supply Installation Testing and Commissioning of It Infrastructure Work And Cctv Surveillance System At Tertiary Cancer Care Center At Burdwan Medical College And Hospital., Purba Bardhaman. (It Work),Project Id:- Hf252644851s000.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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96.
Zilla Parishad
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West Bengal
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BRR:9852824
Tender for Hire & Labour Charges Of Infrastructure Of Nomination & Training Programme In Connection With The Legislative Assembly Election-2026 At Different Venue Of Bankura Sub-Division.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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97.
Defence Research And Development Organisation
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Telangana
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BRR:9852797
Tender For Provision Of Advance Technical Support And Utility Infrastructure At Chess Kanchanbagh Hyderabad
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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98.
Indo Tibetan Border Police Force
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Sikkim
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BRR:9852778
Const Of Infrastructures For Establishment Of Acclimatization Center At 11Bn Itbp Camp In North Sikkim At An Altitude Of 15748 Feet And 90 Km From Chungthang, Distt- Mangan, North Sikkim.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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99.
Uttar Pradesh Housing And Development Board
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Uttar Pradesh
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BRR:9851118
Tender for Construction Of Reinforced Cement Concrete Drain At District-Lakhimpur Kheri From Raja Lawn To Maa Durga Mandir On The Road Next To Raghunath Hospital Going Through Siktiha Damar Road Towards Kashi Nagar And Construction Of cement concrete Road And Drain From Nahar Patri To Tvs Motors Under Infrastructure Fund.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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100.
Armed Forces Tribunal
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Assam
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BRR:9850286
Bids Are Invited For Est Of Fixed Wing Drone Training Lab Msn Planning Capable Simulator For Training , Fixed Wing Uav For Vlos Flight Trg , Fixed Wing Uav For Bvlos Flight Trg , Audio Visual Aids Msn Briefing , Training Charts And Allied Training Books , Simulator Housing And Aid Housing , Storage Infrastructure For Uas , Set Up And Istallation Total Quantity : 19
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Contract Value:
14.70 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
RR ENTERPRISES
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View Tender Results
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101.
District Magistrate
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West Bengal
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BRR:9849823
Tender for Land Use & Development Work Plan & Redevelopment In Front Of Burdwan - I Ps
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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102.
Indian Institute Of Management
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Rajasthan
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BRR:9848891
Bids Are Invited For Tentage Service Lumpsum Based - Installation Of German Hanger Tent And Provision Of Event Infrastructure & Allied Services For Convocation 2026 At Iim Udaipur; As Per Tender
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Contract Value:
32 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
PINK EYE ENTERTAINMENT
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View Tender Results
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103.
Indian Navy
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Maharashtra
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BRR:9846648
Bids Are Invited For Custom Bid For Services - Hiring Of Services For Provision Of Infrastructure For Extension Of Ncn
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Contract Value:
1.35 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
AARADHYA ENTERPRISES
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View Tender Results
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104.
Controller General Of Defence Accounts
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Delhi
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BRR:9846457
Bids Are Invited For Hiring Of Professionals For Application Development And Maintenance - Development And Related Roles; Developer (Python/Django); 3 Years And Less Than 6 Years , Hiring Of Professionals For Application Development And Maintenance - Development And Related Roles; Developer (Php/Laravel); 3 Years And Less Than 6 Years , Hiring Of Professionals For Application Development And Maintenance - Development And Related Roles; Developer (Dba); 3 Years And Less Than 6 Years , Hiring Of Professionals For Application Development And Maintenance - Development And Related Roles; Developer (Ui/Ux); 3 Years And Less Than 6 Years , Hiring Of Professionals For Application Development And Maintenance - Development And Related Roles; Document Writer; 3 Years And Less Than 6 Years , Hiring Of Professionals For Application Development And Maintenance - Server Infrastructure Engineer; Server Infrastructure Engineer; 3 Years And Less Than 6 Years , Hiring Of Professionals For Application Development And Maintenance - Network Infrastructure Engineer; Network Infrastructure Engineer; 3 Years And Less Than 6 Years , Hiring Of Professionals For Application Development And Maintenance - Cyber Specialist; Cyber Specialist; 3 Years And Less Than 6 Years
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Contract Value:
3.43 Crore
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Contract Date:
Refer Document
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Contractor Name:
JUDGE INDIA SOLUTIONS PRIVATE LIMITED
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View Tender Results
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105.
Public Works Department
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Karnataka
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BRR:9845263
Construction Of Cement Concrete Road And Reinforced Cement Concrete Drain From Anand Kamble House To Main Road Of Plot At Daddi Village In Hukkeri Taluka Belagavi District Under 4059-80-051-0-60-422 Scp - Chief Minister Infrastructure Development Programme For The Year 2025-26
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Contract Value:
12.63 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
Swapanil Manojkumar Kamble
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View Tender Results
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106.
Public Works Department
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Karnataka
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BRR:9845217
Construction Of Cement Concrete Draininst Colony Of Daddi Village, Hukkeri Taluk, Under Hoa 4059-80-051-0-60-423T.S.P Chief Ministers Infrastructure Development Program For The Theyear 2025-26.
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Contract Value:
21.09 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
Swapanil Manojkumar Kamble
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View Tender Results
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107.
Public Works Department
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Karnataka
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BRR:9845212
Construction Of A Cement Concrete Road From Laxmidevi Temple To Sadashiv Moshis House And In The Streets Of Bhimanagar, Kocheri Village, Hukkeri Taluk, Under Hoa 4059-80-051-0-60-422 S.C.P Chief Ministers Infrastructure Development Program For The The Year 2025-26.
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Contract Value:
8.40 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
Yallappa Satyappa Muchandi
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View Tender Results
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108.
Department Of Panchayat & Rural Development
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Chhattisgarh
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BRR:9844786
Bids Are Invited For Custom Bid For Services - Kalpana Kaksh-The Scope Of Kalpana Kaksh Includes Physical Infrastructure Development, Furniture Installation, Digital And Electrical Setup, Safety And Monitoring Systems, Learning Resource Provisioning, And Execution Support. The Project Is Designed As A Turnkey Intervention, Ensuring That The Space Is Not Only Created But Also Actively Used And Maintained As A Functional Learning Environment.
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Contract Value:
9.99 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
AARAMBHA
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View Tender Results
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109.
Department Of Agriculture
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Punjab
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BRR:9844454
Tender For User Charges, M.C. Hoshiarpur-awarded for collecting user charges for the use of the market infrastructure by the Market Committee (relevant places such as vegetable and fruit market or retail market or grain market or any one of these markets or all the markets or places specified by the Market Committee) in Hoshiarpur for retail of fruits, vegetables, food and other items and other vehicles.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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110.
Forest Department
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Jammu And Kashmir
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BRR:9844161
Tender for Infrastructure Development For Biodiversity Park At Pochhal Kishtwar Of Forest Range Kishtwar, Forest Division Kishtwar Under Campa (Bdmp Kwar Hepp) For The Year 2025-26.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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111.
Military Engineer Services
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West Bengal
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BRR:9843008
Tender For Repair / Maintenance To Dilapidated Perimeter Wall, Security Wall, Security Fence, Concertina Coil And Associated Security Infrastructure Under Aor Of Age B/R-Ii Under Ge (Af) Barrackpore
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Contract Value:
32.14 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
BOSE ENTERPRISE INDEX NO.E 106 2010 BKP
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View Tender Results
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112.
Sashastra Seema Bal
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Uttar Pradesh
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BRR:9841991
Tender For Construction Of Initial Infrastructures At Bop Lagga Bagga-Ii Of 49Th Bn Ssb, Pilibhit. (Sh:- Architect & Engineering Consultancy Services).
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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113.
Sashastra Seema Bal
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Uttar Pradesh
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BRR:9841990
Tender For Construction Of Initial Infrastructures At Bop Lagga Bagga-Ii Of 49Th Bn Ssb, Pilibhit. (Sh:- Architect & Engineering Consultancy Services).
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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114.
Sashastra Seema Bal
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Uttar Pradesh
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BRR:9841989
Tender For Construction Of Initial Infrastructures At Bop Nazulia Nakata Of 49Th Bn Ssb, Pilibhit. (Sh:- Architect & Engineering Consultancy Services).
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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115.
Department Of Information And Public Relations
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Chandigarh
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BRR:9841010
Tender for Hiring An Agency To Deal With Iec Activities Like Mass Media Communication Promotions Creation Of Contents And Design Advertisement And Digital Marketing For Comprehensive Water Resources Infrastructure Initiatives
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Contract Value:
3.99 Crore
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Contract Date:
21-Mar-2026
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Contractor Name:
ADGLOBAL360 INDIA PRIVATE LIMITED
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View Tender Results
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116.
Nagar Palika Parishad
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Madhya Pradesh
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BRR:9840173
Tender for Construction Work From Bypass Road To Hardaulsamadhi Under Cm Urban Infrastructure Developmentscheme, Phase Iv
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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117.
Department Of Space
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Kerala
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BRR:9840110
Bids Are Invited For Hyper Converged Infrastructure For Data Center (V2) (Q2) Total Quantity : 1
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Contract Value:
1.69 Crore
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Contract Date:
Refer Document
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Contractor Name:
SS INFORMATION SYSTEMS PRIVATE LIMITED
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View Tender Results
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118.
Sports Authority Of India
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Assam
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BRR:9839137
Bids Are Invited For Manpower Outsourcing Services - Fixed Remuneration - Junior Consultant (Infrastructure); Junior Consultant (Infrastructure); Atc
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Contract Value:
11.73 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
DEBANGEE ENTERPRISE
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View Tender Results
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119.
Rural Development And Panchayats Department
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Karnataka
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BRR:9838101
Supply And Installation Of Aluminium Partition With Glass/Acp Panels And Required Accessories For Construction Of Four Laboratory Partition Chambers Within An Area Of Approximately 20 X 20 Feet At Community Health Centre, Rajanakollur, Hunasagi Taluk, Yadgiri District, As Per Technical Specifications Mentioned In The Tender Document. - Toughened Glass / Acp Panels For Aluminium Partition,Rubber Gaskets, Aluminium Beading And Channels,Installation And Labour Charges For Fixing Aluminium Partition System,Minor Infrastructure Adjustments And Site Finishing Works,Fasteners, Screws, Anchors, Brackets And Silicone Sealant,Powder Coated Aluminium Sections For Partition Framework,Aluminium Door Frame With Door Panel And Locking System,Aluminium Trims, Edge Beading And Finishing Materials
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Contract Value:
3.46 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
Nageshkumar( Laxmi Enterprises )
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View Tender Results
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PEB Building (23)
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1.
Public Health Engineering Department
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West Bengal
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BRR:9873866
Tender for Providing Deluxe Pre-Fabricated Frp Bio Toilet -Urinals With Illumination , Led Directional , Water Kiosk , Water Pouch Distribution By Providing Manpower Etc.At Buffer Zones (Kulpi And Diamond Harbour Area) In Connection With Ganga Sagar Mela - 2026
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Contract Value:
41.53 Lakhs
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Contract Date:
08-Jan-2026
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Contractor Name:
M/S.S.S.ENTERPRISE
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View Tender Results
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2.
North Western Railway
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Rajasthan
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BRR:9872244
Supply Of train set pre-fabricated jumper cable assembly , train set pre-fabricated jumper-a cable assembly as per clause 4.41 of rdso specificati on no. rdso/pe/spec/emu/0196-2019(latest) along with latest annexure and addendum/corrigendum to m/s harting part no.84200000021383 suitable to vb rakes. [ warranty period: 30 months after th e date of delivery ] ] , train set prefabricated jumper-g cable assembly as per clause 4.41 of rdso specificati on no. rdso/pe/spec/emu/0196-2019(latest) along with latest annexure and addendum/corrigendum to m/s harting part no.84200000021384 suitable to vb rakes. [ warranty period: 30 months after th e date of delivery ] ] , train set prefabricated jumper-c cable assembly as per clause 4.41 of rdso specificati on no. rdso/pe/spec/emu/0196-2019(latest) along with latest annexure and addendum/corrigendum to m/s harting part no.84200000021387 suitable to vb rakes. [ warranty period: 30 months after th e date of delivery ] ] , train set prefabricated jumper-d cable assembly as per clause 4.41 of rdso specificati on no. rdso/pe/spec/emu/0196-2019(latest) along with latest annexure and addendum/corrigendum to m/s harting part no.84200000021388 suitable to vb rakes [ warranty period: 30 months after the date of delivery ] ] , train set prefabricated jumper-f1 cable assembly as per clause 4.41 of rdso specificat ion no. rdso/pe/spec/emu/0196-2019(latest) along with latest annexure and addendum/corrigendu m to m/s harting part no.84200000021389 suitable to vb rakes [ warranty period: 30 months after the date of delivery ] ]
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Contract Value:
9.27 Lakhs
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Contract Date:
25-Mar-2026
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Contractor Name:
M/s. KONTACT CONSORTIUM INDIA PVT LTD
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3.
Ministry Of Road Transport And Highways
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Nagaland
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BRR:9872120
Preparation Of Dpr, Pre-Construction Activity And Project Supervision Of Widening Of Existing Single Lane To Two Lane With Ps From Km 39.00 To Km 283.00 On Nh 202 (Old 155) In The State Of Nagaland On Epc Mode (Tentative Length 244.00 Km)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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4.
Goa Tourism Development Corporation Limited
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Goa
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BRR:9871469
Tender For Civil Works , Clearing Grass And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area , Earthwork In Excavation For Foundation Pipeline Trenches By Mechanical/Manual Means In All Type Of Strata Comprising Any Of The Materials Such As Soil, Silt, Sand, Clay, Gravels, Moorum Of All Varieties, Shingles, Pebbles, All Types Of Conglomerates, All Types Of Laterite Rock, Soft Rock, Disintegrated Rock, Fissured/ Shattered/ Decomposed Rock Or Weathered Rock And All Such Other Materials As Described Under Appendix To These Specifications Whether In Full Or In Parts As The Case May Be Adopting Any Approved Method Or Methods As Maybe Convenient Or Permitted Inclusive Of Chiselling, Wedging Etc. In All Conditions Such As Dry, Moist, Saturated, Submerged, Foul Conditions Etc. Blasting Prohibited Including Pumping Or Bailing Out Water Including Segregating The Excavated Earth/Rock And Disposal Of Surplus Excavated Earth At Contractors Identified Site At Risk And Cost Of The Contractor) For All Leads And Lifts And As Directed By Engineer. , Earthwork In Excavation Over Areas By Mechanical/Manual Means In All Type Of Strata Comprising Any Of The Materials Such As Soil, Silt, Sand, Clay, Gravels, Moorum Of All Varieties, Shingles, Pebbles, All Types Of Conglomerates, All Types Of Laterite Rock, Soft Rock, Disintegrated Rock, Fissured/ Shattered/ Decomposed Rock Or Weathered Rock And All Such Other Materials As Described Under Appendix To These Specifications Whether In Full Or In Parts As The Case May Be Adopting Any Approved Method Or Methods As May Be Convenient Or Permitted Inclusive Of Chiselling, Wedging Etc. In All Conditions Such As Dry, Moist, Saturated, Submerged, Foul Conditions Etc. Blasting Prohibited Including Pumping Or Bailing Out Water Including Segregating The Excavated Earth/Rock And Disposal Of Surplus Excavated Earth At Contractors Identified Site (At Risk And Cost Of The Contractor)For All Leads And Lifts And As Directed By Engineer . , Refilling The Pipeline/Foundation Trenches Plinth Sides, Foundation Etc. With Available Excavated Earth In Layers Not Exceeding 20 Cm Depth Consolidating Each Layer Ramming And Watering Lead Upto 50 M And All Lifts And Disposal Of Surplus Earth As Directed By Engineer In Charge. , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In C.M. 1 : 4 (1 Cement : 4 Coarse Sand) In Foundation Upto Plinth Level , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In C.M. 1 : 4 (1 Cement : 4 Coarse Sand) In Foundation Upto Plinth Level Extra For Laterite Masonry In All Sizes In Superstructure From Floor I Level Upto Floor V Level. , Pre-Cast Cement Concrete Solid Blocks Masonry Of Compressive Strength 70 Kg / Cm2 In Cement Mortar 1:4 (1 Cement : 4 Corase Sand) In Partition Walls Size Of Blocks (30 X 20 X 10) , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggrt. 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: A) All Works Upto Plinth Level , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggrt. 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: B) In Retaining Walls , Return Walls (Any Thk) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets Etc, Upto Floor Five Level. , Providing And Laying In Position (1:11/2:3) Reinforced Cement Conrete Excluding The Cost Of Centering, Shuttering, Finishing And Reinfrocement (1 Cement: 1½ Coarse Sand:3 Graded Stone Agg 20Mm Nominal Size) A) All Works Upto Plinth Level , Providing And Laying In Position (1:11/2:3) Reinforced Cement Conrete Excluding The Cost Of Centering, Shuttering, Finishing And Reinfrocement (1 Cement: 1½ Coarse Sand:3 Graded Stone Agg 20Mm Nominal Size) B) In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Structs Etc. Upto Floor Five Level , Providing And Laying In Position (1:11/2:3) Reinforced Cement Conrete Excluding The Cost Of Centering, Shuttering, Finishing And Reinfrocement (1 Cement: 1½ Coarse Sand:3 Graded Stone Agg 20Mm Nominal Size) C) In Beams, Suspended Floors, Roofs Having Slope Upto 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases Upto Floor Five Level , Reinforced Cement Concrete Work 1:1½:3 (1 Cement: 1½ Coarse Sand: 3 Granitic Or Basaltic Stone Aggreate 20Mm Nominal Size Excluding Plastering And Cost Of Centering, Shuttering & Reinforcement, In Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) I) Where Inclination To The Horizontal Does Not Exceed 30° , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : I) Foundations, Footings, Bases For Columns , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Ii) Vertical Surfaces Such As Retaing Walls, Return Walls, Partitions, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets And The Like , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Iii) Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Iv) Sides And Soffits Of Beams, Beam Haunchings, Cantilever, Girders, Bressumers And Lintels Plinth Beams Not Exceeding 1M In Depth , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates I) Where Inclination To The Horizontal Does Not Exceed 30° Requiring Shuttering On The Underside Only , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates Iv) Cornices & Mouldings , Extra To Be Added For Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De- Shuttering And De-Centering At All Levels, Over A Height Of 3.5M, For Every Additional Height Of 1M Or Part Thereof. (Plan Area To Be Measured) Suspended Floors, Roofs, Landings, Beams And Balconies (Plan Area To Be Measured) , Providing Tmt Steel Reinforcement Bars Of (Sail, Tata. Vizag, Jsw Steel Ltd.) ) (Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. , Providing And Fixing Stainless Steel (Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc.With Hairline Finish, Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , Providing Woodwork In Frames Of Doors, Windows, Clerestory Windows Trusses & Other Frames Wrought Framed And Fixed In Positon. D) Second Class Matti Wood , Providing And Fixing 35 Mm Thick Panelled Glazed Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Window Including Anodized Aluminium Butt Hinges With Necessary Screws: B) Second Class Indian Teak Wood , Providing And Fixing Bright Finished Brass Sliding Door Bolts With Nuts And Screws Etc Complete A) 300 X 16 Mm , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete A) 300X 16 X 5 Mm , Provided And Fixing 150 Mm Chromium Plated Brass Floor Door Stopper With Rubber Cushion Screws Etc. To Suit Shutters Thickness Complete. , Providing & Fixing Chromium Plated Brass Tower Bolts (Barrel Type) With Necessary Screws Complete. A) 250 X 10 Mm , Providing And Fixing Stainless Steel D Type Handles With Necessary Screws Etc Complete A) L 300Mm/325Mm X 22 To 25Mm Dia , Wood Finish Foam Core Frp (Fiber Reinforced Polymer) Door Shutter Manufacture, Supply And Installation (Including Accessories As Mentioned Below) Of Epee Or Equivalent Goan Make Frp (Fiber Reinforced Polymer) Door Shutter Of Specified Thickness As Per Options Below By Using Tray System, With Seasoned Hard Wood, Moisture Less Than 17%, Wood Styles For Top Rail And Lock Rails. Frp (Fiber Reinforced Polymer) Laminate Made Up Of 450 Grams Per Sq.Mts (Gsm) Chop Strand Matt And Unsaturated Polyester Resin With Viscosity Range Of 400/450 Centipoises Per Second (Cps) Along With Printed Matt Having Wooden Textures, Used Along With Uv Resistant Resin To Give The Clear Wooden Texture On The Door. The Core Of Shutter Will Be Filled As Specified (Expanded Polystyrene Foam / Polyurethane Foam (Eps/Pu) Foam) The Shutter To Be Water Proof As Well As Mild Acid / Alkali Resistant Manufactured Using Rv Tifac (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) Technology In Line With Is 13034 1990 Test Standard In An Iso 9001 - 2015 Certified Factory. Accessories: I) S. S. Hinges 4 - 3 No Ii) S. S. Latch - 1 No Iii) Tower Bolt 5 - 2 Nos Iv) Handle 5 - 2 Nos Shutter Thickness: B) 35Mm , Frp (Fiber Reinforced Polymer) Frames With Wood Finish Manufacture, Supply And Installation (With Anchor Fastener) Of Epee Or Equivalent Goan Make Frp (Fiber Reinforced Polymer) Frame Of Cross Section As Per Options Below With Right Angle Joint And Frp (Fiber Reinforced Polymer) Laminate Made From 450 Grams Per Sq.Mts (Gsm) Chop Strand Glass Fiber (Matt) And Unsaturated Polyester Resin With Viscosity Range Of 400/450 Centipoises Per Second (Cps). The Core Of Frame Would Be Filled With Seasoned Wood As Infill Material. The Slot Of Frame For Door Resting Will Be Of Suitable Width So As To Take Specified Thickness Door. The Frame Will Be Water Proof As Well As Mild Acid/ Alkali Resistant Manufactured In An Iso 9001- 2015 Certified Company. Specified Cross Section: B) 4 X 2 , Supply And Installation Of Aluminium Louvers. The Frame Should Be Made Of Aluminium Tubes Of Size 100X50x1.50 Mm Thk And 50X25x1.50 Mm Thk C Channels. Aluminium Z Shaped Louvers Of 100Mm Should Be Fixed To The Supporting Frame With Aluminium Cleats, Gi Screws, Etc Complete. The Whole Assembly Is Powder Coated With Pure Polyester Paint. (Ms Framing To Be Paid Separately) , Kotah Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) A) 20 Mm Thick. , Providing 25 Mm Thick Cuddapah Slabs Machine Cut And Polished On Either Side In Partitions Including Making Necessary Grooves In The Wall And Fixing With Cement Mortar, Complete As Directed By The Engineer-In-Charge , Providing And Fixing Vitrified Glossy Finished (600X600) And 10Mm Thick Tiles In Floor, Treads Of Steps, Landing On 25Mm Thick Bed Of Cement Mortar 1:3 And Jointed With Cement Slurry Complete. , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Of Any Colour And Shade, Area Of Slab Over 0.50 Sqm A) Jet Black , Providing And Fixing Of 18Mm Thick Mirror Finish Cat Eye Granite Slab For Urinal Partitions With Cementet Ccomplete Including Rounding And Polishing Of The Edges Asdirected By Engineer-In-Charge , Providing And Fixing Vitrified Antiskid Tiles (320X320) And 10Mm Thick Tiles In Floor, Treads Of Steps, Landing On 25Mm Thick Bed Of Cement Mortar 1:3 And Jointed With Cement Slurry Complete. , Providing And Fixing 1St Quality Ceramic Glazed Wall Tiles (Johnson, Somany, Kajaria )Conforming To Is:15622 (Thickness To Be Specified By The Manufacture Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @3.3Kg Per Sq.M Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. B) Wall Ceramic Glazed Tiles : 300 X 450 , Providing And Laying In Design & Pattern Factory Made Chamfered Edge Cement Concrete Paver Blocks ( C. C. Paver Blocks) Of M35/M40 Strength, Thickness & Size/Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Fine Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With River/Manufactured Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc. Complete As Per Manufacturers Specifications & Direction Of Engineer. F) 80 Mm Thick With Yellow/ Orange/ Earth Color (M40 Grade) , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 Fine Sand) , 12Mm Cement Plaster 1:4 (1 Cement : 4 Coarse Sand) , 18Mm Cement Plaster In Two Coats Under Layer 12Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand) And Top Layer 6Mm Thick With Cement Plaster 1: 3 (1 Cement : 3 Coarse Sand) Finished With Sponge. , Neat Cement Punning , Waterproofing Of Sunken Slabs, Toilet Blocks, Terraces On Slabs Under Brickbats, Roofs, Watertanks. Cleaning The Surface And Filling Cracks (If Any), Applying Epco Acr Wherever Necessary, Providing And Moistening The Surface With Water To Render It Saturated. Mix Cement And Monobond Wf In The Ratio Of 1.25 Kg To 1 By Weight And Stir Continuously. Apply Minimum 2 Coats With An Interval Of 12 Hours Minimum Between The Coats. Fix Fiber Mesh While The First Coat Is Still Tacky. Cure With Sprinkling Of Water 3-4 Times A Day. Incl. Cost Of Scaffolding Transport Etc. As Per Dir Of Eic. All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent , Applying One Coat Of Cement Primer Of Approved Brand And Manufacture On Wall Surface. , Finishing Wall With Superior Quality Waterproofing Cement Paint (Super Snow Hem Or Equivalent) Of Required Shade On New Work (Three Or More Coats) To Give An Even Shade. , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On New Work To Give An Even Shade. , Providing And Applying White Cement Based Putty Of Average Thickness 1.00Mm Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Providing And Laying 1St Class Mangalore Tile Roof Covering With 25 X 50Mm (1 X 2) Jamba Wood Or Similar Batten Including Nails Etc. But Excluding Rafters. , Providing And Laying Ridge Tiles Laid Dry & Pointed With Lime Mortar 1: 2 (1 Lime: 2 Surkhi) , Providing And Fixing Prince Or Equivalent Make Pvc Swr Half Round Eaves Gutter With Bolts, Nuts And Flat Iron Brackets 40 X 3 Mm Size Complete. A) 140 Mm Nominal Size , Providing And Fixing Pvc Swr Pipes Confirming To Is 13592 Type A Including Jointing With Seal Ring Confirming To Is 5382 Leaving 10 Mm Gap For Thermal Expansion. B) Single Socketed Pipe 110 Mm Dia , Providing And Fixing White Vitereous China Pedestal Type (Europen Type) Water Closet With Seat As Lid, Whth C.I. Brass Hinges And Rubber Fitings 15 Lts White Vitreous China Low Level Flushing Cistern With Fittings As Brackets 40 Mm White Precelain 3Enameled Flush Bad, 25 Mm Overflow Pipe With Specials And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Cutting And Making Good The Walls And Floors Where Required. A) W.C. Pan With White Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430 X 260 X 350 Mm And 340 X 430 X 265 Mm Sizes Respectively With Pvc Automatic Flushing Cistern With Fittings, R.S. Or C.I. Brackets, Standard Size Galvanised Steel Flush Pipe And Spreaders With Brass Unions & G.I. Clamps Complete, Including Painting Of Cister And Fittings, Cutting And Making Good The Walls And Floors Where Required. C) Range Of Three Urinal Basins With 10 Litres Pvc. Automatic Flushing Cistern , Providing And Fixing Vitreous China Wash Basin With Rs Or C.I. Brackets Painted White, 15 Mm C.P. Brass Pillar Taps C.P. Brass Chain With Rubber Plug 32 Mm C.P. Brass Waste Of Pattern, 32 Mm Diameter M.I. Or C.P. Brass Trap And Union Complete, Including Cutting And Making Good The Walls Where Required. A) Flat Back Wash Basin Size 630 X 450Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps. , Providing & Fixing (4) 100 Mm Sand Cast Iron Grating For Gully Floor Or Nahni Trap. , Providing & Fixing C.P. Brass Towel Rail Complete With C.P. Brass Brackets Fixed To Wooden Cleats With C. P. Brass Screws B) 600 X 20 Mm Size , Providing & Fixing Soap Dish Chromium Plated With Brackets Fixed To Wooden Cleats With Cp Brass Screw , Providing And Fixing Ball Valve (Brass) Of Approved Quality : B) Low Pressure With Copper. Floats : 2) 20 Mm Nominal Bore , Providing And Fixing Ball Valve (Brass) Of Approved Quality : B) Low Pressure With Copper. Floats : 3) 25 Mm Nominal Bore , Providing And Fixing P.V.C. Connection Pipe With Brass Unions 15 Mm Nominal Bore: C) 45 Cm (18) Length . , Providing And Placing On Terrace Roof Of Floor Two (1St Flor Roof Single Piece Rotational Moulded Polythene Water Storage Tank Having I S I Mark And Conforming To I S 12701; 1996. C) 1000 Lit. Capacity , Providing And Fixing Square-Mouth S.W. Gully Trap Grade ‘A Complete With C.I. Grating Brick Masonry Chamber And Water Tight C.I. Cover With Frame Of 300 X 300 Mm Size (Inside The Weight Of Cover To Be Not Less Than 4.53 Kg). And Frame To Be Not Less Than 2.72 Kg As Per Standard Design : B) 150 X 100 Mm Size -P Or S Type , Constructing Brick Masonry Manhole Or Inspection Chamber With Second Class Bricks In Cement Mortar 1:5 (1 Cement :5 Fine Sand) Reinforced Cement Concrete Top Slab With 1: 1 1/2:3 Mix (1 Cement: 1 1/2 Coarse Sand ;3 Graded Stone Aggregate 20Mm Nominal Size Foundation Concrete 1:1 1/2:3 Mix (1 Cemet ;1 1/2 Coarse Sand :8 Graded Stone Agrregate 20Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) Neatly Finished Complete As Per Standard Design. B) Inside Size 90 X80 Cm And 60 Cm Deep Including C.I. Cover With Frame (Light Duty) 455 X 610 Mm Internal Dimensions Total Weight Of Cover And Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg.) , Constructing Brick Masonry Manhole Or Inspection Chamber With Second Class Bricks In Cement Mortar 1:5 (1 Cement :5 Fine Sand) Reinforced Cement Concrete Top Slab With 1: 1 1/2:3 Mix (1 Cement: 1 1/2 Coarse Sand ;3 Graded Stone Aggregate 20Mm Nominal Size Foundation Concrete 1:1 1/2:3 Mix (1 Cemet ;1 1/2 Coarse Sand :8 Graded Stone Agrregate 20Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) Neatly Finished Complete As Per Standard Design. D) Inside Size 60 X 60Cm And 60Cm Deep Including C.I. Cover With Frame (Light Duty) 455X610mm Internal Diameter Total Weight Of Cover And Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg). , Making Soak Pit. 2.5 M Dia 3 M Deep With 45X45 Cm Dry Brick Honey Comb Shaft And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete Filled With Laterite Stone Aggregate 125 To 180 Mm Surrounded By Laterite Stone Aggregate Of 40 Mm And Down Gauge As Per Standard Design. , Providing And Fixing Rigid Pvc S.W.R. (Soil, Waste & Rain Water Drainage Pipes Of Approved Including Lubricant Etc. Complete (Single/Double) Socketed: A) 110 Mm Dia , Providing And Fixing Rigid Pvc S.W.R. (Soil, Waste & Rain Water Drainage Pipes Of Approved Including Lubricant Etc. Complete (Single/Double) Socketed: B) 75 Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. A) 110 Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. B) 75 Mm Dia , Providing And Fixing Rigid Pvc Bend (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : A) 110 Mm Dia , Providing And Fixing Rigid Pvc Bend (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : B) 75 Mm Dia , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door: A) 110 Mm Dia , Pproviding And Fixing Single Tee Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door: B) 75 Mm Dia , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : A) 110 Mm Dia , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : B) 75 Mm Dia , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete, Without Door : B) 75 Mm Dia , Providing And Fixing U.P.V.C. Pipe Clips (Approved Make) For S.W.R. Pipes : A) 110 Mm Dia , Providing And Fixing U.P.V.C. Pipe Clips (Approved Make) For S.W.R. Pipes : B) 75 Mm Dia , Providing And Fixing R.P.V.C. Vent Cowl: B) 75 Mm Dia , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bib Cock Short Body Jaquar Make Or Equivalent. Confirming To Is 8931;1993 A) 15Mm Nominal Bore , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Two Way Long Body Bib Cock With Wall Flance Jaquar Make Or Equivalent. Confirming To Is 8931;1993 A) 15Mm Nominal Bore , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Concealed Stop Cock With Slinding Flance 15 Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 A) 15Mm Nominal Bore , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5 Pipe). E) 40 Mm Outer Dia Cpvc Pipe , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc. A) 15 Mm Dia Nominal Outer Dia Pipes. , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc. B) 20 Mm Dia Nominal Outer Dia Pipes. , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes Confirming To Is: 15778 Having Thermal Stability For Hot And Cold Water Supply Includng All Cpvc Plain And Brass Threaded Fittings Cpvc Solvent Cement, Trenching, Refilling And Testing Of Joints Complete As Per Firectionof The Engineer In Charge.(External Work (Heavy Duty Sdr 11 Pipe) C) 25 Mm Dia Nominal Outer Dia Pipes. , Providing & Fixing Bevelled Edge Mirror Of Superior Glass (5Mm Thk) Of Approved Quality, Shape & Size Complete With Cp Brass Screws And Washers, Cleats, Cp Studs Etc Complete. , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainles Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. , Extra For Providing Opening Of Required Size & Shape For Wash Basin/ Kitchen Sink In Kitchen Platform, Vanity Counter And Similar Location In Marble/Granite/Cuddapah Stone Work, Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. , Providing & Fixing Angular Stop Cock With Wall Flange Of 20 Mm Dia Bore Without Tap. Of First Quality Chrome. Jaguar Flr-5053N Or Equivelant Etc. Complete , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 1 Km. (Earth Measured In Stacks Will Be Reduced By 20% For Payment). , Spreading Of Sludge, Dung Manure Or/And Good Earth In Required Thickness (Cost Of Sludge, Dung Manure Or/And Good Earth To Be Paid Separately). , Filling Mixture Of Earth & Sludge Or Manure In The Desired Proportion In Trenches Flooding With Water And Leveling (Cost Of Supplying Earth And Sludge Of Manure And Mixing Excluded). , Making Lawns Including Ploughing And Breaking Of Clod, Removal Of Rubbish, Dressing And Supplying Doobs Grass Roots And Planting At 15 Cm Apart, Including Supplying And Spreading Of Farm Yard Manure At Rate Of 0.18 Cum Per 100 Sqm. As Per Morth Specification 307 , Maintenance Of Lawns Or Turfing Of Slopes(Rough Grassing) For A Period Of One Year Including Watering Etc. As Per Morth Specification 307 , Providing Anti - Termite Treatment To Buildings Conforming To I.S.S. 6113 Part Ii 1971 (Revised) Including Adopting Precautions For Health Hazards And Safety Measures As Required Therein With The Cost Of All Materials, Chemicals, Plants, Equipments Required For The Treatment And Furnishing A Guarantee For A Minimum Period Of 10 Years From The Date Of Completion Including Eradicating Any Infestation Of Termite Free Of Cost During The Guaranty Period Complete. (The Payment Will Be Made On Plinth Of The Building. A) Pre-Construction , Supplying And Fixing Of Precast Reinforced Cement Concrete Slabs(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) At Site In Concrete Grade Of M-25 With 20 Mm Nominal Size Granitic Or Basaltic Aggregate, Consolidated By Means Of Mechanical Platform, Vibration Etc. With Lifting Hooks Of M.S. 10Mm Bars And Pvc Cups Including Cost Of Reincforcement, Certificate From Manufacturer Shall Be Produced Indicating Grade Of Concret And Minimum Content Of Steel In The Product Along With 5 Year Free Replacement Warranty In Case Of Breakage Complete And As Directed By Engineer -In -Charge. A) Size 900 X 400 X 150 Mm With Steel Reinforcement Not Less Than 7 Kg Per Unit -30 T Capacity. , Carraigeway And Disposal Of Unserviceable Building Material, Laterite Stone, Demolished Concrete, Excavated Earth Upto A Lead Of 15 Kms From The Site Of Execution By Means Of Tipper Truck Including Loading, Unloading And Dumping/Stacking As Directed By Engineer -In-Charge. , Providing And Installating Of Synthetic Wood And G.I With Powder Coating With Backrest Length X Height X Width 60 X 38 X 20 Powder Coated Finish Including Foundation, Holding Down Bolts, Grouting Etc Complete As Directed By Engineer-In-Charge. , Electrical Works , Supply, Installation ,Testing And Commisioning Of 12W Multi Color Spot Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Wall Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 12W, Cct : Rgbw, (As Per The Design Approval) Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik05, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C , Led Life Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik05, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 400Mm.Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of 20W Multi Color Spot Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Wall Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 20W, Cct : Rgbw, (As Per The Design Approval) Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik05, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C , Led Life Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik05, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 400Mm. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of High Quality Long Through Multi Color Linear Wash Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Surface Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 80W, Cct : Rgbw(6000-7000K), (As Per The Design Approval), Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing Which Can Be Easily Removable For Service Without Disturbing The Leds/Optics, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Constant Dc 24V With External Driver To The Constant Current Decoder, Surge Protection : Inbuilt Surge Protection In The Driver 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik07, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, The Light Fixtures Are Having Ip68 Air Vent Made Of Stainless Steel Which Helps To Desiccate & Prevent From Forming Moisture Inside The Light Fixture At Worst Environmental Condition. Led Life Should Be At Least 50,000 Burning Hours At L70 At 35 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik07, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 300Mm. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of High Quality Long Through Multi Color Linear Wash Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Surface Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 80W, Cct : Rgbw(6000-7000K), (As Per The Design Approval), Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing Which Can Be Easily Removable For Service Without Disturbing The Leds/Optics, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Constant Dc 24V With External Driver To The Constant Current Decoder, Surge Protection : Inbuilt Surge Protection In The Driver 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik07, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, The Light Fixtures Are Having Ip68 Air Vent Made Of Stainless Steel Which Helps To Desiccate & Prevent From Forming Moisture Inside The Light Fixture At Worst Environmental Condition. Led Life Should Be At Least 50,000 Burning Hours At L70 At 35 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik07, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 300Mm. , Supply, Installation ,Testing And Commisioning Of High Quality Multi Color Neon Flexible Light, Protection Rating : Ip65, Mounting Structure : Adjustable Wall Mount Ss Clips For Fixing The Lights. Power Consumption : 15W, Cct : Rgb/Rgbw, (As Per The Design Approval) Beam Angle : 120º, Control : Dmx512 Channel : 4 Ch, Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C , Led Life Time Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Epistar, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of Aluminium Profile For Neon Flex Suitable For Fixing Neon Flexible Light. , Supply, Installation ,Testing And Commisioning Of Dc Power Driver For The Above Lights, Power : 200W, Input : Ac 110-240V Ac, 50Hz, Output : Dc 12/24V, Protection Rating, Ip67, Surge Protection : Ll 4Kv, Le 6Kv. Make :- Lytmaster Tech Solutions Llp, Meanwell , Supply, Installation ,Testing And Commisioning Of High Quality Long Through Multi Color Wash Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Surface Mount Yoke Arrangements For Fixing The Lights Having The Rotation Degrees Embosed In The Die Cast. Power Consumption : 100W, Cct : Rgbw(6000-7000K), (As Per The Design Approval), Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing Which Can Be Easily Removable For Service Without Disturbing The Leds/Optics, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Constant Dc 24V With External Driver To The Constant Current Decoder, Surge Protection : Inbuilt Surge Protection In The Driver 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik08, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, The Light Fixtures Are Having Ip68 Air Vent Made Of Stainless Steel Which Helps To Desiccate & Prevent From Forming Moisture Inside The Light Fixture At Worst Environmental Condition. Led Life Should Be At Least 50,000 Burning Hours At L70 At 35 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik07, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 300Mm. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply Of High Quality Multi Color Neon Flexible Light, Protection Rating : Ip65, Mounting Structure : Adjustable Wall Mount Ss Clips For Fixing The Lights. Power Consumption : 12W, Cct : Rgb/Rgbw, (As Per The Design Approval) Beam Angle : 120º, Control : Dmx512 Channel : 4 Ch, Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C , Led Life Time Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Epistar, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of High Quality Long Through Multi Color Wash Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Surface Mount Yoke Arrangements For Fixing The Lights Having The Rotation Degrees Embosed In The Die Cast. Power Consumption : 50W, Cct : Rgbw(6000-7000K), (As Per The Design Approval), Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing Which Can Be Easily Removable For Service Without Disturbing The Leds/Optics, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Constant Dc 24V With External Driver To The Constant Current Decoder, Surge Protection : Inbuilt Surge Protection In The Driver 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik08, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, The Light Fixtures Are Having Ip68 Air Vent Made Of Stainless Steel Which Helps To Desiccate & Prevent From Forming Moisture Inside The Light Fixture At Worst Environmental Condition. Led Life Should Be At Least 50,000 Burning Hours At L70 At 35 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik07, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 300Mm. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of 6W Mono Color Spot Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Wall Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 06W, Cct : 1800/3000/4000/6000K, (As Per The Design Approval) Optics : Pmma With Holder, Beam Angle : 15º/25º/45º/60º, Control : On/Off, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik05, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, Led Life Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik05, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of High Quality Dmx Decoder, Power Input : Dc 24V. Make: L Tech, Lytmaster Tech Solutions Llp. , Supply Of Pvc Insulated Multi Core Electrical Un Armored Flexible 5C X 0.5Sq Mm Power Cable Having Less Electrical Losses. (As Per Actuals Depending Upon The Site Condition) Make: Polycab/Sb/Finolex , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 1.5 Sq.Mm , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 2.5 Sq.Mm , Supply Of 3 1/2 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 1/2 Core 35 Sq.Mm , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. (1) 3 X 1.5/2.5 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. (4) 4 X 10 Sq. Mm. , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Exceeding 25 Sq.Mm But Not Exceeding 120 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm In The Existing Rcc/Hume/Stoneware Metal Pipe, Etc. Complete As Required , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. (B) 25 Mm , Supply, Erection,Testing & Commissioning Of 24 W Led Tubelight Luminaire.With Required Driver And Other Accessories Of Wipro, Crompton, Bajaj, Havels Or Equivalent Make Approved By Engineer - In - Charge Complete As Required. , Supply And Erecting Fan Hook Box ( 100 Mm Diameter Or Equivalent Square Size, 75Mm Deep) Fabricated Out Of 16 Swg Sheet Steel With 10 M Round Bar Hook Bounded To Reinforced Cement Concrete Steel Upto 50 Mm Length Protruding On Each Side Of The Box, Including Painting With 2 Coats Of Red Oxide, Complete As Required. , Supplying And Fixing Sp Blanking Plate In The Existing Mcb Db Complete As Required , Supplying And Fixing Following Way Tpn Sheet Steel, Double Door, Horizontal Type Mcb Distribution Board 415 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator) (E) 12 Way (8+36), Double Door, Horizontal Type Cat A , Supplying And Fixing Following Way Tpn Sheet Steel, Double Door, Verticle Type Mcb Distribution Board 415 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator)Interconnection Between Incomer Mcb And Busbars Of Following Ways (But Without Mcbs As Required) (A) 4 Way (8+12), Double Door, Vertical Type, Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. (E) Tpn, Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. (A) Sp, Cat A , Supply Of 5 Core Dmx Cable Comprises Twisted Pairs With Shield Support For Carrying Of Data. Dmx512 Cable Is Used For Connecting All Light Consoles That Use Dmx 512 Standard Data Transmission. (As Per Actuals Depending Upon The Site Condition) , Supply, Installation ,Testing And Commisioning Of Ip65 I Power Connectors Having 3/4 Pole Cable Connector, Chuck Type Strain Relief, Current Rating 20 A Rms Continuous, Easy And Extremely Precise Locking System Quick Lock High Impact Materials - Long-Lasting And Reliable , Supply, Installation ,Testing And Commisioning Of Ip65 I Dmx Connectors Having 3/5 Pole Cable Connector, Male/Female Connector With Improved Latch, Cage Type Contacts, Solder Stop For Easy Soldering, And Additional Ground Contact For Best Contact Integrity Between Chassis And Cable Connector. More Durable Housing For Maximum Reliability. , Supply, Installation ,Testing And Commisioning Of 5 Pin Xlr Male Connectors Having 5 Pole Cable Connector, Male/Female Connector With Improved Latch, Cage Type Contacts, Solder Stop For Easy Soldering, And Additional Ground Contact For Best Contact Integrity Between Chassis And Cable Connector. More Durable Housing For Maximum Reliability. , Supply, Installation ,Testing And Commisioning Of 5 Pin Xlr Female Connectors Having 5 Pole Cable Connector, Male/Female Connector With Improved Latch, Cage Type Contacts, Solder Stop For Easy Soldering, And Additional Ground Contact For Best Contact Integrity Between Chassis And Cable Connector. More Durable Housing For Maximum Reliability. , Supply, Installation ,Testing And Commisioning Of Ip Driver Box 310 X 250X110 Made Up Of Pvc / Upvc For The Internal Terminations And External Outgoing Connecting Points, With Required Pvc/Brass Glands, Optional Suitable Size Mcb Fitted For Control Outgoing Circuits , Supply Of Dmx Isolator Or Splitter Provides Isolated Optical Dmx Splitter Provides 8 Outputs From A 1 Input And Input Voltage: Ac 110 To 220 V, 50 Hz, Product Features: Group 1 & Group 8 Dmx Signal Change. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of Din Rail Mount Dmx Controller Can Be Used To Control A Wide Variety Of Different Dmx Systems- From Rgb/Rgbw To More Advanced Moving And Color Mixing Luminaires, Dmx Audio Players And Fountains. The Controller Comes With A Variety Of Features, Iphone/Ipad/Android Remote Control, Wi-Fi Facilities, Dry Contact Port Triggering And Flash Memory.Usb Connection • 1024 Dmx Channels Universe In Live Mode (Computer) • 8 Dry Contact Trigger Ports Via He10 Connector • Stand Alone Mode With 5 Area And 90+ Scenes, Mac Osx 10.6/10.7/10.8 - Windows Xp/Vista/Seven/8 32/64 Bits And Usb 2.0, Xlr3, Mini Usb, 1 He10, Power From 5V To 5.5V Dc (Ac/Dc Adapter In Option. , Supply Of Programming Charges , Supply Of Power Distribution Board Made Up Of Ms Sheet Metal Fabricated Housing Black Powder Coated And Ivery Connectors For The Internal Terminations And External Outgoing Connecting Points, Fibre / Brass Glands Of Suitable Size Fitted Mcb Control For Outgoing Circuits. Timer With Required Contactor For Auto Switching. Power Panel Suitable For Indoor/Outdoor Applicable And Floor Mount / Wall Mount Options. - 12 Nos Of 6/10A Sp Outgoing Mcbs. - 1No Of 32A Tpn Incoming Mcb. , Supply, Installation, Testing And Commissioning Of Electronic Type Three Phase Energy Meter (Kwh), 4 Wire, Isi Marked, In Polycarbonate Or Sgheet Steel Body ( Base Mounting Type) With Counter Display/Lcd Display, With Elt, In Class 1.0, 50 Hz, 240 V. Ac Duly Tested By Mrt Along With Test Certificates, Complete As Required Of Following Capacity Of Make L & T Only. (B) 10 To 40 A , Supplying And Fixing 40 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. (E) Tpn, Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. (A) Sp, Cat A , Supplying And Fixing 20 A 240 V Spn Industrial Type Socket Outlet With 2 Pole And Earth Metal Enclosed Plug Top Alon With 20 A, C Series Sp Mcb In Sheet Steel Enclosure In Surface Or In Recess With Chained Metal Cover For The Socket Outlet And Complete With Connections Testing And Commissioning Etc. As Required (A) Cat A , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The Independent Surface Pvc Conduit ( Medium)Of Appropriate Size As Required. B) 2 X 2.5 Sq.Mm + 1 X 2.5 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The Independent Surface Pvc Conduit ( Medium)Of Appropriate Size As Required. C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface Pvc Conduit( Medium) With Modular Switch, Modular Plates, Suitable Size Modular Gi Box Of Specified Category And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. (A) Group A -- With Cat A Modular Accessories , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Fr Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Pvc Conduit And Earthing The Point With 1.5 Sq.Mm Fr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Supplying And Fixing Suitable Size Modular Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing 3 Pin 5/6 A Modular Socket Outlet And 5/ 6 A Modular Switch Connection Painting Etc. As Required. (A) Cat A , Supplying And Fixing Suitable Size Modular Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing 6 Pin 15/16 A And 5/6 A Modular Socket Outlet Modular Socket Outlet And 15/16 A Modular Switch Connection Painting Etc. As Required.(A) Cat A , Supply And Erecting Of 9 Inch (225 Mm Sweep) Exhaust Fan With Double Ball Bearings, 1400 Rpm, Complete With All Accessories. (A)Cat A , Earthing With Gi Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking/Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) And Disposal Of Excavated Soil. C)Watering Gi Pipe, 20Mm, Class B, With Funnel As Per Specs. D) Charcoal/Salt As Per Specs ( Paid Seperately). E) Refilling The Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) With Soft Black Agriculture Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe.G)Watering Arrangement(Plumbing Will Be Paid Seperately). B)In Rocky Strata , Extra For Using Salt And Charcoal For Gi Or Copper Plate Earth Electrode As Required( 96 Kgs Of Charcoal And 5 Kgs Of Salt) , Supplying And Laying 25 Mm X 5 Mm Gi Strip At 0.5 M Below Ground As Strip Earth Electrode Including Soldering Etc. As Required , Supplying And Laying 8 Swg Copper Wire At 0.5 M Below Ground Level For Conductor Earth Electrode Including Soldering Etc. As Required
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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5.
Directorate Of Purchase And Stores
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Maharashtra
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BRR:9870205
Bids Are Invited For Fabrication, Supply, Installation, Testing And Guarantee Of Automated Neutron Chest Badge Management , Supply, Installation, Pre-Dispatch Inspection, Testing, And Guarantee Of Spares Master Control Unit , Supply, Pre-Dispatch Inspection, Testing, And Guarantee Of Spare Automatic Change Over Dc Battery , Supply, Pre-Dispatch Inspection, Testing And Guarantee Of Spare Slave Module For Automated Neutron Total Quantity : 11
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Contract Value:
12.81 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
SENERGY INTELLUTION PRIVATE LIMITED
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6.
Border Road Organisation
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Rajasthan
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BRR:9868785
Bids Are Invited For Prefab Hut/ House Of Size 6.10 M X 7.32 M With Partition Wall Conforming To Gem Drg No. 116 Total Quantity : 2
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Contract Value:
6.66 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
M/S MAA DURGA INDUSTRIES
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View Tender Results
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7.
Sashastra Seema Bal
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Uttar Pradesh
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BRR:9868291
Supply,Installation And Commissioning Of 10 Nos Prefab/Puff Panel Movable Check Post At 09 Locations (Total Under Aor Of Gorakhpur Sector) Under Frontier Lucknow, Up
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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8.
Shri Amarnathji Shrine Board
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Jammu and Kashmir
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BRR:9866195
Tender For Minor Repairs To Existing Pacca Toilets 6 Blocks Comparising Of 64 Toilets Units And Existing Prefab Toilets And Baths 311 Nos With Repair Its Sewage Disposal Line And Sanitary Items Including Europeon Type Arrangement Complete At Nunwan Base C For Yatra 2026.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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9.
Public Health Engineering Department
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West Bengal
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BRR:9865972
Tender for Providing Deluxe Pre-Fabricated Frp Bio Toilet -Urinals With Illumination , Led Directional , Water Kiosk , Water Pouch Distribution By Providing Manpower Etc.At Buffer Zones (Pailan To Hatuganj- 04 Locations) In Connection With Ganga Sagar Mela - 2026
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Contract Value:
41.85 Lakhs
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Contract Date:
05-Jan-2026
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Contractor Name:
S.K. ENTERPRISE
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10.
Kerala State Electricity Board
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Kerala
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BRR:9865777
Tender For Reconductoring And Conversion - Sankaramangalam Using Lt Abc-0 1 Transporting poles by hired vehicle to adistance upto 5km and carrying upto 4poles excluding loading & unloading. 2 Dismantling (without damage) one kmLT additional conductor line, cross arms,insulators and stacking the conductors inrolls. 3 Dismantling (without damage) one kmLT 3ph 4 wire OH line, cross arms,insulators and stacking the conductors inrolls. 4 Erecting one LT PSC Pole in positionincl. digging & back filling pit. 5 Loading LT PSC pole from the stackingplace and unloading the same at worksite (transport by vehicle). 6 Providing Stay for LT poles incl.digging & back filling pit. 7 Providing one Coil Earth using GI earthwire, digging separate pit at standarddistance away from the pole/structure &backfilling. 8 Installing One No. 4 way SatelliteConnector of size Main :16 to 95, Tap:4to 35 Sq.mm to the LT AB cable ofStandard size 9 Transporting LT ABC by hired vehicleto a distance up to 5 km and carring upto 2 drum including loading and unloading using crane 10 Stringing of 1.1 kV Aerial bunchedcable of size 3 x 70 + 1 x 16+1x 50sqmm with bare/insulated Messengerthrough existing poles 11 Erection of Anchor clamp / dead endclamp for LT ABC of any size 12 Erection of suspension clamp for LTABC of any size 13 Installation of Pre-insulated straightthrough joints for 16sqmm cable 14 Installation of Pre-insulated straightthrough joints for 70sqmm cable Please Enable Macros to View BoQ information
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Contract Value:
5.56 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
NOOR ASSOCIATES
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11.
Public Health Engineering Department
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Madhya Pradesh
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BRR:9865328
Balance work of JJM Piped Water Supply Scheme under Jal Jeevan Mission at Village 1 NEHTDA 2 UMRI distt. Alirajpur Tender For Item Description , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Disposal Of Excavated Earth, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Earth To Be Leveled And Neatly Dressed. All Kind Of Soilusor. Item.No. 16.4 -P.No.207 , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Disposal Of Excavated Earth, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed. Soft Rock With Or Without Blasting Or Bituminous Pavement / Cement Concrete Road In Ordinary Or Soft Rock With Or Without Blasting Or Bituminous Pavement / Cement Concrete Road. Usor.Item.No. 16.6-(A) P.No.208 , Hard Rock Requiring Chiseling / Where Blasting Is Prohibited. Usor. Item.No. 16.6 -P.No.208 (B) , Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 M Lead As Per Direction Of Engineer-In- Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) Usor. Item.No.16.15.1-P.No.209 , Providing & Laying Mechanically Mixed Cement Concrete 20Mm Nominal Size Graded Crushed Stone Excluding Cost Of Centering & Shuttering. 1:2:4 (M-15) . Usor.Item.No. 16.23-P.No.210 , Providing, Laying, Jointing & Field Testing Of Pe Pipes Made From 100% Virgin Material (Earlier Know As High Density Polyethylene Pipes, Pe 100 ) Confirming To Is 4984/14151/ 12786/13488 With Necessary Jointing Material Llike Mechanical Connector Of Jointing Pipes By Heating To The Ends Of Pipes With The Help Of Teflon Coated Electric Mirror/ Heater To The Required Temperature And Then Mechanically Pressing The Ends Together Against Each Other To Form A Monolithic & Leak Proof Joint By Thermosetting Process. It] May Be Required To Be Done With Jack/ Hydraulic Jacks/ Butt Fusion Machine. (50 Mm & Above Fusion Jointed & Below 50Mm Mechanical Iointed) Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.1 -P.No.9 , 90 Mm Dia Hdpe 6 Kg/Cm² , Providing, Laying, Jointing & Field Testing Of Pe Pipes Made From 100% Virgin Material (Earlier Know As High Density Polyethylene Pipes, Pe 100 ) Confirming To Is 4984/14151/ 12786/13488 With Necessary Jointing Material Llike Mechanical Connector Of Jointing Pipes By Heating To The Ends Of Pipes With The Help Of Teflon Coated Electric Mirror/ Heater To The Required Temperature And Then Mechanically Pressing The Ends Together Against Each Other To Form A Monolithic & Leak Proof Joint By Thermosetting Process. It] May Be Required To Be Done With Jack/ Hydraulic Jacks/ Butt Fusion Machine. (50 Mm & Above Fusion Jointed & Below 50Mm Mechanical Iointed) Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.1 -P.No.9 , 110 Mm Dia Hdpe 6 Kg/Cm² , Providing, Laying, Jointing & Field Testing Of Pe Pipes Made From 100% Virgin Material (Earlier Know As High Density Polyethylene Pipes, Pe 100 ) Confirming To Is 4984/14151/ 12786/13488 With Necessary Jointing Material Llike Mechanical Connector Of Jointing Pipes By Heating To The Ends Of Pipes With The Help Of Teflon Coated Electric Mirror/ Heater To The Required Temperature And Then Mechanically Pressing The Ends Together Against Each Other To Form A Monolithic & Leak Proof Joint By Thermosetting Process. It] May Be Required To Be Done With Jack/ Hydraulic Jacks/ Butt Fusion Machine. (50 Mm & Above Fusion Jointed & Below 50Mm Mechanical Iointed) Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.1 -P.No.9 , 160 Mm Dia Hdpe 6 Kg/Cm² , Providing Laying And Jointing Of Following Galvanized Iron (Ms) Pipes With Specials (Such As Bends, Elbows, Tees Etc) Class Light, Medium & Heavy Ncluding Testing Of Joints, Cost Of Pipes, Specials And Jointing Materials All Complete. Pipes And Sockets Conforming To Is-1239/2011 Part- Ii 65Mm Dia Medium Usor.Item.No. 6.1P. No.86-87 , Installation Of Hdpe Pipe By Horizontal Direction Drilling Method Including Preparing And Setting Up The Plant And Equipment, Making String Of New Pipe Material, Installing New Pipe String And Making The System Ready For Commissioning By Hdd Operation Including Drilling, Stringing, Reaming And Pulling Back The New Pipe On The Designed Bore Path Alignment, Proper Disposal Of Drilling Fluid, As Per Code Of Practice For Horizontal Direction Drilling Technique Suiting Indian Conditions. Required Pipes/ Specials And Other Civil Work Shall Be Paid Separately-In All Types Of Soils. (This Item Shall Be Executed Only After Prior Permission Of Superintending Engineer), Hdpe Pipe Of Any Class-90 Mm Outer Dia, Usor 16.3 P-207 , Providing & Fixing Of Following Ductile Iron Double Flanged Sluice Valves As Per I.S.:14846-2000 Fitted With Cap Including Jointing & Testing With Cost Of Jointing Material Such As Bolts, Nuts, Rubber Insertions Etc. All Complete, Class Pn 10, 80Mm Dia, Usor 4.41 P- 71 , Providing & Fixing Of Following Ductile Iron Double Flanged Sluice Valves As Per I.S.:14846-2000 Fitted With Cap Including Jointing & Testing With Cost Of Jointing Material Such As Bolts, Nuts, Rubber Insertions Etc. All Complete, Class Pn 10,100 Mm Dia, Usor 4.41 P- 71 , Providing & Fixing Of Following Ductile Iron Double Flanged Sluice Valves As Per I.S.:14846-2000 Fitted With Cap Including Jointing & Testing With Cost Of Jointing Material Such As Bolts, Nuts, Rubber Insertions Etc. All Complete, Class Pn 10,150 Mm Dia, Usor 4.41 P- 71 , Providing And Laying Including Testing Ductile Iron Double Socket 90° Bends Conforming To Is- 9523/2000 Having Dimension As Per Table 15 Of Is- 9523/2000 In The Following Nominal Diameter/Sizes With External Bitumen Coating And Internal Cement Mortar Lining. 100 Mm Dia, Usor 4.13 P-57 , Providing And Laying Including Testing Ductile Iron Double Socket 45° Bends Conforming To Is- 9523/2000 Having Dimension As Per Table 16 Of Is- 9523/2000 In The Following Nominal Diameter/Sizes With External Bitumen Coating And Internal Cement Mortar Lining 100 Mm Dia, Usor 4.15 P-58 , Providing And Laying Including Testing Ductile Iron Double Socket 22.5° Bends Conforming To Is- 9523/2000 Having Dimension As Per Table 17 Of Is- 9523/2000 In The Following Nominal Diameter/Sizes With External Bitumen Coating And Internal Cement Mortar Lining.100 Mm Dia, Usor 4.17 P-59 , Providing And Laying Including Testing Ductile Iron All Socket Tees Conforming To Is-9523/2000 Having Dimension As Per Table 21 Of Is-9523/2000 In The Following Nominal Diameter/Sizes With External Bitumen Coating And Internal Cement Mortar Lining With Finishing As Per Clause 13 Of Is- 9523/2000 100 Mm X 100 Mm Dia, Usor 4.21 P-61 , Providing & Fixing Following Cast Iron Double Flanged Single Door Reflux (Non Return) Valves Including Jointing & Testing With Cost Of Jointing Material Such As Bolts,Nuts And Rubber Insertion All Complete As Per Is :5312 (Part I) Class Pn 1.0 50 Mm Class Pn1.0 Dia 8.4A P-113 , Providing And Laying Including Testing Bend 90° Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.2 -P.No.9 , 90Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Bend 90° Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.2 -P.No.9 , 110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Bend 45 Confirming To Is Specifications.Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.3 -P.No.10 110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Bend 45 Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.3 -P.No. 10 110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Bend 45 Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.3 -P.No.10 160Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Equal Tee Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.4 -P.No.10 90 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Equal Tee Confirming To Is Specifications. Usor. 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.4 -P.No.10 110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Equal Tee Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.4 -P.No.10 160 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Pipe End Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.5 -P.No.10 ,90 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Pipe End Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.5 -P.No.10 ,110 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Pipe End Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.5 -P.No.10,160 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Reducer Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.6 -P.No.11 90 X75 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Reducer Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.6 -P.No.11 110 X90 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing Reducer Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.6 -P.No.11 160X140 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing End Cap Confirming To Is Specifications. Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.8 -P.No.11 ,90 Mm Dia 6 Kg/Sq.Cm , Providing And Laying Including Testing End Cap Confirming To Is Specifications. . Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 9.8 -P.No.12 , 110 Mm Dia 6 Kg/Sq.Cm , Provision For Jointing Of Tw To Rising Main With Cost Of Material/ Specials Such As Gi Union / Ci Flange, Gi Reducer Upvc Mta Fta Etc. As Per Requiement Of Site I/C Cost Of Labour Etc. Complete As Per Approved Specification And As Directed By Engineer In Charge Usor 17.19 P 228 , Provision For Jointing Of Rising Main To Sump Well/Oht And Oht To Distribution Pipe Line With Cost Of Material/Specials Such As Bends, Mta As Per Rerquirement Of Site I/C Cost Of Labour With Excavation, Labour As Per Requirement Complete As Per Approved Specification And As Directed By Engineer In Charge.Usor 17.20 P-229 , Construction Of Brick Masonry Valve Chamber With 20 Cm Thick Wall In 1:6 C.M. With 12Mm Thick 1:4 Cement Plaster And Base Course 10 Cm. Thick In M-15. Inside Dimensions 90X60x100cm With - Heavy Duty Steel Fibre Reinforced Concrete Chamber Cover With Frame Size 130Cm X 100Cm X 10Cm Including Cost Of Materials, Labour Etc. Complete. Usor 2Nd Amendment Of Issued Vide Order No. 254 Dt 06.08.2020 Item No. 17.46.2 P-7 , Filling Available Excavated Earth In Trenches, Lead Up To 50M And Lift Up To 1.5M In All Kind Of Soil Excluding Watering And Ramming.. Usor.Item.No.16.10 (B)-P.No. 208 , Providing Making And Testing Of Consumer Service Connection (Functional House Hold Tap Connection) From Hdpe Pipe With The Help Of Electro Fusion Machine Including All Labour And Material Such As Electro Fusion Saddle, Brass Insert Flow Control Valve, Double Compression Elbow, Male/Female Threaded Adopter With Metal Insert, Sockets, Mdpe 20Mm Dia/Gl Pipe 15 Mm Dia (Medium Class), Brass Tap With Stainesless Steel Coating Etc. All Complete And All Items/Fittings Shall Be Complying With The Relevant Bis Codes. Rates Also Include Excavation, Cutting Of Road If Required, Refilling The Trenches And Restoration Of Road With Minimum M-20 (1:1.5:3) Grade Cement Concrete Or Equivalent Grade Of Existing Cement Concrete Cutting For Providing Tap Connection (Whichever Is Richer), Pre-Fabricated Cement Concrete Platform In Cement Concrete M-20 Grade Over 75 Mm Thick M-10 (1:3:6) Base And Pre-Fabricated Milestone Shaped Cement Concrete Stand Post As Per Attached Drawing And Specifications. Complete Item., For Connection With 20 Mm Dia Mdpe Pipe Upto 5 Meter And Road Crossing Is Not Required. (Distribution Pipe Line Is On The Same Side Of House) . Usor 8Th Amendment Of Issued Vide Order No. 368 Dt 27.01.2023 Item.No.17.41.3 -P.No. 1 , Providing Making And Testing Of Consumer Service Connection (Functional House Hold Tap Connection) From Hdpe Pipe With The Help Of Electro Fusion Machine Including All Labour And Material Such As Electro Fusion Saddle, Brass Insert Flow Control Valve, Double Compression Elbow, Male/Female Threaded Adopter With Metal Insert, Sockets, Mdpe 20Mm Dia/Gl Pipe 15 Mm Dia (Medium Class), Brass Tap With Stainesless Steel Coating Etc. All Complete And All Items/Fittings Shall Be Complying With The Relevant Bis Codes. Rates Also Include Excavation, Cutting Of Road If Required, Refilling The Trenches And Restoration Of Road With Minimum M-20 (1:1.5:3) Grade Cement Concrete Or Equivalent Grade Of Existing Cement Concrete Cutting For Providing Tap Connection (Whichever Is Richer), Pre-Fabricated Cement Concrete Platform In Cement Concrete M-20 Grade Over 75 Mm Thick M-10 (1:3:6) Base And Pre-Fabricated Milestone Shaped Cement Concrete Stand Post As Per Attached Drawing And Specifications. For Connection With 20 Mm Dia Mdpe Pipe More Than 5 Meter & Upto 10 Meter And Road (Other Than Concrete Road) Crossing Is Necessary. Usor 8Th Amendment Of Issued Vide Order No. 368 Dt 27.01.2023 Item.No.17.41.5 -P.No. 2 , Brick Work With Well Brunt Open Bhatta, Bricks, Crushing Strength Not Less Than 25Kg / Cm2 And Water Absorpt Ion Not More Than 20% In Superstructure Above Plinth Level And Up To Floor Two Level I/C Curing Etc Complete.Cement Mortar 1:6 (1 Cement : 6 Sand) Mppwd Sor Item 6.6.2 Page 109 , 12 Mm Cement Plaster Of Mix :1:6 (1 Cement : 6 Sand) Mppwd Sor Item 13.1.2 Page 397 , Finishing Walls By Any Mechanical Or Manual Means With Acrylic Smooth Exterior Paint (Economy Exterior) Of Required Shade Including All Scaffolding. New Work ( Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including One Coat Undiluted Exterior Waterproofing Coating @ 2.39 Litre/10 Sqm With Crack Bridging Ability Of Upto 0.5 Mm On Horizontal Surfaces With An Elongation Of 150 % And Water Proofing Of Upto 3 Bars On Vertical Surface. Mppwd Sor Item 13.52 Page 405 , Filling Available Excavated Earth (Excluding Hard Rock/Ordinary Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. Mppwd Sor Item 2.24 Page 18 , Supplying & Installation Of Energy Efficient Five Star Bee Rating Isi Marked Required Capacity Of Three Phase, 50 Hz, 415V, Deep-Well Submersible Pump Steel Body, Suitable For 6Tube Well With Clntrol Panel Starter Suitable For Submersible Pump With Dry Run Protection(Auto Cut-Ofl), Single Phase Preventer, Connections ,Including Clamps, Bore Cap, Flat Cable Of Length Equals To Maximum Head Of The Pump Plus 5 Metres Etc. As Required As Per Specifications But Excluding Riser Pipe And Connection Cable. 7.5 H.P. With L5 Stages, Head Mt. 138-60 Discharge Lpm 6O-270 Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 24.20.106 P - 42 , Supplying & Installation Of Energy Efficient Five Star Bee Rating Isi Marked Required Capacity Of Three Phase, 50 Hz, 415V, Deep-Well Submersible Pump Steel Body, Suitable For 6Tube Well With Clntrol Panel Starter Suitable For Submersible Pump With Dry Run Protection(Auto Cut-Ofl), Single Phase Preventer, Connections ,Including Clamps, Bore Cap, Flat Cable Of Length Equals To Maximum Head Of The Pump Plus 5 Metres Etc. As Required As Per Specifications But Excluding Riser Pipe And Connection Cable. 3 H.P. With 20-22 Stages, Head Mt. 167-51 Discharge Lpm 25-90 Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 24.20.105 P - 40 , Providing And Supplying Of Hdpe Pipes In 300/500/600 Mtr Coils Or In Length Grade Pe 100 Confirming To Is 4984 -2016 At Store Or At Site 40 Mm Dia 10 Kg/Sqcm Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item No. 9.15 P-21 , Providing And Jointing Of Following Galvanized Iron (Ms) Pipes Class Medium With Heavy Duty Seamless Sockets For Lowering Of Submersible Pumps Including Testing Of Joints, Cost Of Pipes & Heavy Duty Sockets And Jointing Materials All Complete. Pipes And Sockets Confirming To Is:1239-2011 Part-Ii. 50 Mm Dia Class Medium With Hevay Duty Seamless Sockets ,Usor 6Th Amendment Of Issued Vide Order No. 09 Dt 07.01.2022 Item.No. 17.38.1 P-32 , Providing And Fixing G.I Chain Link Fabric Fencing Of Required Width In Mesh Size 25 X 25 Mm Made Of G.I Wire Of Dia. 3 Mm Including Strengthening With 2 Mm Dia. Wire Or Nuts, Bolts And Washer As Required Complete With Posts Of Angle Iron Size 50X50x5mm 2.5 Meter Apart And Strut Of Required Size Including Bottom To Be Split And Band At Right Angle In Opposite Direction For 10 Cm Length And Drilling Holes Upto 10 Mm Dia And Of Standard Design Placed And Embedded In Cement Concrete Blocks 45X45x60cm Of Mix 1:2:4 (1 Cement :2 Sand : 4) Graded Stone Aggregate 40 Mm Nominal Size) Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Struts Embedded In Cement Concrete Blocks 70X45x50cm Of The Same Mix, As Per The Direction Of Engineering Charge. Usor 17.35 P- 3 New Add Item , 11 Kv Line On 140 Kg. 8.0 Mtrs. Long Plain Cement Concrete Poles With Rabbit Conductor Average Span Of 70 Mtr. In Rural Area Including Labour Complete. (Schedule Ref. C-1.2 Of Mpmkvvcl For Sor 2019-20) , 11 Kv D.P. Structures On 140 Kg. 8.0 Mtr. Long Plain Cement Concrete Poles For Tapping Dp Including Labour Complete. (Schedule Ref. C-5.2 Of Mpmkvvcl For Sor 2019-20) , 11 Kv D.P. Structures On 140 Kg. 8.0 Mtr. Long Plain Cement Concrete Poles For Straight Line Including Labour Complete. (Schedule Ref. C-5.1 Of Mpmkvvcl For Sor 2019-20) , L.T. Line 1 Phase 3 Wire On Plain Cement Concrete Support Using Aerail Bunched Xlpe Cable With Maximum Span Of 50 Meter Including Labour Complete. 2 X 35+ 1 X 16 Sq. Mm (Insulated Nuetral Massenger)(Schedule Ref. D-3.2 Of Mpmkvvcl For Sor 2019-20) , 11/0.4 Kv Out-Door Type Transformer Sub-Station. 25 Kva On 140 Kg. 8.0 Meter Long Plain Cement Concrete Pole Including Labour Complete.(Schedule Ref. E-1.1 Of Mpmkvvcl For Sor 2019-20) , Providing And Fixing Of Suitable Rating Isi Marked Wired With Lugs & Sleeves In Place Of Burnt Wiring Of Control Panel.5 Hp - 10 Hp ( Three Phase) Usor.Item.No.24.20.101 -P.No.265 , Labour Only For Taking Out Of Three Phase Submersible Pumping Set From The Tube Well With Pipe Line Assembly, Electrical Cable, Testing Etc. Complete Including Disconnecting The Electrical Cable From Pump & Starter 3 Hp To 7.5 Hp - Depth Up To 150 Mtr. Usor.Item.No.24.18.3 -P.No.258 , Labour Only For Lowering Of Three Phase Submersible Pumping Set In The Tube Well With Pipe Line Assembly,Electrical Cable, Testing Etc. Complete Including Connecting The Electrical Cable From Pump & Starter .3 Hp To 7.5 Hp - Depth Up To 150 Mtr. Usor.Item.No.24.18.4 -P.No.258 , Provision For Rewindidng Of Submerssible Motor Of Any Diameter I/C Cost Of Material, Labour, Transportation Etc. Complete In Case Of Breakdown Maintenance As Per Approved Specification And As Directed By Engineer In Charge. Usor.Item.No.17.25 -P.No.230 , Provision For Repairing Of Starter/ Control Panel I/C Cost Of Material, Labour, Transportation Etc. Complete As Per Approved Specification And As Directed By Engineer In Charge Usor.Item.No.17.27 -P.No.230 , Provision For Inter Connection Of Old To New Pipe Line With Excavation Of Trench As Per Requirement/ Repairing Of Leakage Of Pipe Line Of Any Diameter & Type Of Pipe Line In Muddy Area I/C Searching Of Leakage Point, Dewetering The Trench, Repairing The Leakage Laying & Jointing Of Pipe And Specials, Back Filling The Trench I/C Testing Of Joints Cost Of Labour & Specials Such As Djoints Couplers, Solvent Cement Etc. Complete Job Work As Per Approved Specification And As Directed By Engineer In Charge. Usor.Item.No.17.22 -P.No.222 90Mm Dia , 110Mm Dia Usor.Item.No.17.22 -P.No.222 , Provision For Inter Connection Of Old To New Pipe Line With Excavation Of Trench As Per Requirement Of Any Diameter & Type Of Pipe Line In Muddy Area I/C Dewetering The Trench Laying & Jointing Of Pipe And Specials, Back Filling The Trench I/C Testing Of Joints Cost Of Labour & Specials Such As D-Joints Couplers,Solvent Cement Etc, Complete Job Work As Per Approved Specification And As Directed By Engineer In Charge.Usor.Item.No.17.23 -P.No.229 90/110 Mm Dia , 110/110 Mm Dia Usor.Item.No.17.23 -P.No.229 , 90/90 Mm Dia Usor.Item.No.17.23 -P.No.229 , Provision For Repairing Of Old Existing Ci Sluice Valve I/C Repairing Of Spindle, Check Nut, Changing Of Gland, Lathe Work As Per Requirement, Changing Of Nut Bolt, Rubber Sheet Etc. Complete As Per Approved Specification And As Directed By Engineer In Charge.Usor.Item.No.17.28 -P.No.230
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Contract Value:
58.79 Lakhs
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Contract Date:
16-Mar-2026
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Contractor Name:
RAJLAXMI CONSTRUCTION
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View Tender Results
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12.
Military Engineer Services
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Madhya Pradesh
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BRR:9864938
Tender For Special Repair To Building No Eb-29 (Jco Md Accommodation) Under Ge (Mcte) Mhow; 1 Dismantling of floor, hearth or wall tiling/ Paving Blocks including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish of the premises etc complete all as specified and as directed 2 M&L for Non-skid Ceramic, Colorised tiles 7 to 8mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match etc complete all as specified and directed. 3 M&L for Non-skid Ceramic, colorised tiles 7 to 8mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in skirting/ Vertical surface etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match etc complete all as specified and directed. 4 M&L for Non - skid Ceramic coloured tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match etc complete all as specified and directed. 5 M&L for Glazed ceramic tiles coloured 300mm x 450mm , 6 to 7mm thick as in skirting/ dado, set and jointed in neat cement slurry and pointed in white or colour cement to match etc complete all as specified and directed 6 M&L for screed bed or bedding layer of mortar 15mm thick in CM 1:6 for laying floor finishes complete all as specified and directed. 7 M&L for rendering 10mm thick in cement mortar 1:3 on fair faces of brick work or concrete surface as backing coat coat of dado/ skirting etc complete all as specified and directed 8 Dismantling of stone slabs and tiles of any description or thickness in floors, approachs, dado/ Partitions etc complete all as specified and directed 9 M&L for granite (of any type) stone slab 18-20mm thick (table rubbed and polished), in skirting, Kitchen platform/ dado etc laid over 20mm screed bed in C M 1:4 jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding the edges half round and polishing including etc complete all as specified and directed. 10 Taking down chowkats or frames with shutters (without taking off shutter from frames) not exc. 1.5 sqm each, including cutting holes for removing the hold fast etc complete all as specified and directed 11 Taking down shutter of any description area exc 1.00 Sqm but not exc 2.00 sqmeach and removing from site complete etc complete all as specified and directed 12 S&F Solid PVC frame (Single Rebated) of size 60mm x 30mm made out of solid PVC foam with homogenous fine cellular structure having smooth outer integral skin with suitable metal stiffner and fixed with 100 x 8 sheet metal CSK screws complete all as specified and as shown on drawing (Note:- Door frame shall be water proof, termite proof, elegant and should have excellent screws holding strength to fix hinges and hold doors properly for a long life) etc complete all as specified and as directed 13 S&F Factory Made Solid PVC Molded Door Shutters 30mm thick (stile, with 2, 4 or 6 raised panel design with 2mm thick Molded PVC Sheet on the front Face & 2mm Plan color PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing etc complete all as specified and directed. 14 S&F 30mm thick flush shutter solid core construction with block board core and ply wood face panels, commercial type on both sides kiln seasoned and chemically pressure treated complete all as specified and directed. 15 S&F 2nd class hard wood 30mm thick made glazed and skeleton shutters open rebated and prepared to rceieve glass, gauze,etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc, size of members of shutters as spfd in SSR Part-1, Section 8, clause 8.24 (a) kiln seasoned and chemically pressure treated complete all as specified and directed. 16 M&L for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete for Fe 410 (grade E-250 quality -A) 17 M&L for Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0 etc complete all as specified and directed. 18 S&F Powder coated (thickness of powder coating not less than 50 micron) anodised aluminum frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc complete all as specified and directed. 19 S&F powder coated alumnium (minimum thickness of powder coating 50 micron) Anodised aluminium window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc complete all as specified as per architechtural drawings and directed. 20 S&F powder coated alumnium (minimum thickness of powder coating 50 micron) Anodised aluminium window and ventilator shutters, side hung typewithout sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 No.). hinges type B-21 100mm long (2 No.) suitable handle (1 No.) complete all as specified as per architechtural drawings and directed. 21 S&F 4mm thick sheet glass, ordinary quality and glazing with oil putty in squares in exc 0.5 sqm in each pane etcc omplete all as specified and directed 22 S&F stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperature 1.40mm and fixed with stainles steel wire stapel etc complete all as secified and directed 23 S&F Aluminium anodised tower bolt 200mm long of extruded section etc complete all as specified and directed. 24 S&F Aluminium anodised towerbolt 150 mm long of extruded section etc complete all as specified and as directed. 25 S&F aluminium alloy, anodised sliding door bolt 300mm long with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded section or cast aluminium alloy etc complete all as specified and directed. 26 S&F butt hinges, 100mm heavy weight, cold rolede mild steel and fixed complete all as specified and directed. 27 S&F 150mm long aluminium handle, cast type, anodised etc complete all as specified and directed. 28 Dimantling of Asbestos cement (corrugated ted, semi corrugated, etc.) sheets in roof coverings including ridges etc complete all as specified and directed. 29 S&F pre-painted coloured trapezoidal profiled Galvalume/ Zincalume sheet with min 0.50mm TCT confirmin to IS-513 (AZ-150 GSM, AL Zn alloy metalic coating 550 MPA yield stress as per AS-1397), as in roof covering/ cladding to wall fixed with self tapping screws colour/ exterior coat of silicon modified polyster/ BHP X RW paint system 20 microntop coat applied over 5 micron primer and a 5 micron polyster back coat applied over 5 micron primer, all fixed with Galvanised self drilling self-tapping fastener (12-14 x 55 with EPDM seals) complete all as specified and directed. 30 S&F pre-painted coloured plain sheet profiled Galvalume/ Zincalume sheet with min 0.50mm TCT confirmin to IS-513 (AZ-150 GSM, AL Zn alloy metalic coating 550 MPA yield stress as per AS-1397), as in roof covering/ cladding to wall fixed with self tapping screws colour/ exterior coat of silicon modified polyster/ BHP X RW paint system 20 microntop coat applied over 5 micron primer and a 5 micron polyster back coat applied over 5 micron primer, all fixed with Galvanised self drilling self-tapping fastener (12-14 x 55 with EPDM seals) complete all as specified and directed. 31 Dismantling wall and ceiling boards (fibre, pulp, insulation, etc) or insulation oards/ slabs/ blankets, any thickness including cover fillets etc complete all as specified and directed. 32 M&L for anodised aluminium snap grid frame work for false ceiling including Hangers 4mm dia. G.I. (upto 1800mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified and directed. 33 M&L for 4mm thick Non asbestos fibre cement disigner pre-painted building boards fixed or laid/ inserted to timber/ GI/ Aluminium framework with screws complete all as specified and directed. 34 Dismantling wrought iron or mild steel work of any description not otherwise provided for etc complete all as specified and directed. 35 M&L for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) including necessary welding, febrication Fe-410W (GdeE-250) quality A complete all as specified and directed. 36 Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc and including removal of debris and rubbishfrom the site etc complete all as specified and directed. 37 M&L for rendering 15mm thick in CM (1:6) on fair faces of brick work or concrete surface finsihed even and smooth (without using extra cement) etc complete all as specified and directed. 38 M&L for rendering 20mm thick in two layers of 10mm thick and 10mm thick in CM (1:4) on fair faces of brick work or concrete surface finsihed even and smooth (without using extra cement) mixed with water proofing compound as per manufacture instruction etc complete all as specified and directed.Note:- WPC shall be measured and paid seperately and mixed with polyster triangular fabric. 39 Supply only water proofing compound (Liquid) complete all as specified and directed. 40 Taking down steel tubing & connections including cleaning for refixing serviceable pipe or removal balance pipe of 15mm dia bore complete all as specified and directed. 41 All as per Srl item No.40 above but 20mm dia bore. 42 All as per Srl item No.40 above but 25mm dia bore. 43 Supplying and laying of 20mm CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ ceiling or laying in floors complete all as specified and directed. 44 S&F medium grade galvanized steel tubing (concealed) with all fittings & fixed complete to walls & ceiling or laid in floors 20mm dia bore pipe (including in short length) complete all as specified and directed. 45 All as per Srl item No.44 above but 25mm dia bore. 46 Dismantling water tanks exc 250 ltr but not exc 500 ltr and removing to store etc complete all as specified and directed. 47 S&F rotational moulded PVC water storage tank 500ltrs capacity conforming to IS-12701(1989) cylindrical vertical type double-layered with closed top including inlet, outlet and wash out holes of approved make hoisted and fixed in position all as specified in SSR Part-I etc complete all as specified and directed 48 S&F 20mm Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic bal screwed for iron pipe and fixed. (Minimum weight 15mm-142 gms/ 20mm-210 gms/ 25mm-455gms/ 40mm- 690 gms) etc complete all as specified and directed. 49 S&F as in repair Gun metal globe or gate valves with iron wheel head screwed both ends for iron pipe 25mm bore and fixed as in repair complete all as specified and directed. 50 Demolition of brick work or rubbled stone masonry including all quoins arches, pillars etc built in cement mortar and including removal from the site complete all as specified and directed. 51 M&L for brick work with fly ash Bricks straight or curved on plan in CM 1:4 as in half brick thick walls complete all as specified and directed. 52 M&L for Fly ash Brickwork straight or curved on plan exc 6m mean radius built in Cement morter 1:6 complete all as specified and directed. 53 S&F in repair white vitreous china wash basin white flat back size 550 x 400 (Oval shape) excluding taps but including 32mm dia chromium plated waste fitting and PVC waste pipe 610mm long andMS brackets complete all as specified and directed. 54 S&F in repair sinks made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm etc complete all as specified and directed. 55 S&F 0.5mm thick stainless steel plate rack of overall size 24 x 36 x 10 inch of standard quality and shapes complete all as specified and directed. 56 S&F in repair white vitreous china EWC with seat cover (pedestal pattern) complete all as specified and directed. 57 S&F as in repair Bevelled edge mirror of selected quality of size 600mm x 600mm mounted on 6mm thick AC building board of or 6mm thick with 40mm thick acrylic beading etc complete all as specified and directed. 58 S&F in repair tubular towel rail 20mm dia type brass chrormium plated 600mm long between flanges complete all as specified and directed. 59 S&F in repair chromium plated shower roses 125mm size with or without swivel joints of standard size including fixing to 15mm steel pipe or union complete all as specified and directed. 60 S&F in repair PVC valveless syphonic action type flushing cistern low level of 10 Ltr capacity white with inlet ball valve, float, flushing bend & handle including brackets, suitable for both Indian Type Water Closet & Europeon Type Water Closet including 32mm flush pipe, brackets & connection to pipe etc complete all as specified and directed. 61 S&F PVC connection of 45 cm length including brass nuts complete all as specified and directed. 62 Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description & in any position not specifically provided for complete all as specified and directed. 63 M&L for 75mm thick pcc type C-2, 1:3:6 (using 40mm graded aggregrate) as in flooring, plinth protection Finishing cement concrete surface even and smooth Without using extra cement complete all as specified and directed. 64 M&L for 19/20mm thick Pre laminated interior grade both/one sides laminated for cup board etc complete including beading complete all as specified and directed. 65 S&F mild steel Helical door spring 300mm long ordinary rat tail type incl roaller & roller plate complete fixed with screws to wooden frames or with welding to steel frames complete all as specified and directed. 66 Cutting chases, pinning in making good to facing where required and pointing in cement mortar 1:3 to ends and edges of landing, steps, cills, sunshade, shelves, lintel, etc and cutting chases for concealed water tubing or concealed conduit wiring etc, making good, cutting not exc 10cm girth complete all as specified and directed. 67 S&F decorative stainless steel curtain rod of wooden finish 20mm dia thickness not less than 0.75mm fixed with curtain rod holder fixed in walls wih screws and finials caps with 06 Nos of curtain ring per Rm complete all as specified and directed. Note:- Curtain rod holder and finials cps will be measured and paid seperately at supply only rates. 68 Supply only decorative stainless steel curtain holding bracket suitable for holding 20mm curtain rod heavy duty complete all as specified and directed. 69 Supply only decorative stainless steel finial end cap suitable for curtain rod of 20mm dia as approved complete all as specified and directed. 70 S&F health faucet with flexible pipe 15mm bore 1.5 m long complete all as specified and directed. 71 M&L for complete removal of existing treatment of wall andapplying 1mm wall care putty with priming chalk white and two coat of oil bond distemper white or any tint over a coat of primer etc complete all as specified and directed. 72 M&L for complete removing of existing treatment on wall applying 1mm wall care putty with priming chalk white and finishing finishing walls with acrylic smooth exterior paint of required shade : (Two or more coat applied @ 1.67 ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm etc complete all as specified and directed. 73 M&L for preparing new plastered surface of ceiling surface and applying three coats of white wash etc complete all as specified and directed. 74 M&L for preparing old plastered surface of ceiling and applying one coat of white wash etc complete all as specified and directed. 75 M&L for preparing new wooden surface of any description, not other wise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer etc complete all as specified and directed. 76 M&L for preparing of old painted surfaces of wood & wood based surface of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed 77 M&L for preparation of old painted surfaces of steel surface of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed. 78 Cleaning of vegatation of height upto 300mm from roof, slab, wall, chajja etc and digging out roots etc n exc and filling holesand finish the surfaces with cement morter (1:3) complete all as specified and directed. 79 Making good under cills over arches, lintel and bresummers, including all pinning when nessesary with using cement mortar 1:6 complete all as specified and directed. 80 Dismantling boarding of any description fixed in screws complete all as specified and directed.. 81 S&F continous (piano) hinges, mild steel, bright finish or eletro galvanised with of flap (when opne) 30mm etc complete all as specified and directed.
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Contract Value:
30.14 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
GIRIRAJ CONSTRUCTION AND TRADERS
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View Tender Results
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13.
Tamil Nadu Generation And Distribution Corporation Limited
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Tamil Nadu
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BRR:9862461
Tender for Tnpgcl - Ttps - Civil Maintenance Circle - Project - Sweeping And Cleaning The Ground & First Floor Of The Administrative Building And Newly Constructed Pre - Engineered Structure Shed For The Period From 01.04.2026 To 31.03.2027
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Contract Value:
14.59 Lakhs
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Contract Date:
13-Mar-2026
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Contractor Name:
Ramesh Enterprises
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14.
Raja Ramana Centre For Advance Technology
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Madhya Pradesh
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BRR:9861356
Tender For Renovation Of 4 Nos. Type D Quarters And 3 Nos Type E Quarters At Rrcat Colony, Indore.; 1 Imp. Note - a) The bidder must possess valid EPF & ESIC registration. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. b) The payment of wages to labourers should be made through bank. c) The bidder mustpossess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. 2 Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 3 Demolishing Reinforced cement concrete works by chiselling at all levels including scaffolding, cutting of reinforcement bars by gas cutting, straightening & stacking of steel bars and disposal of unserviceable materials within 50 metres leadetc. complete as per drawing, specifications and as directed by Engineer-in-charge. 4 Dismantling the existing structural steel work at all levels in M.S. channels, plates, angles, flats, R.S. joists, bolts etc. including scaffolding, cutting of structural steel members by gas cutting, removing the nuts, bolts and stacking of serviceable materials at RRCAT storeetc. complete as per drawing, specifications and as directed by Engineer-in-charge. 5 Demolishing brick work in cement mortar at all levels including scaffolding, stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead etc. complete. 6 Dismantling the Mosaic/white glazed/Ceramic/Vitrified tiles /Kotah stone etc. in flooring/dado/skirting etc. including dismantling of bedding mortar, stacking of materials and disposing of debris within 50 metres lead etc. complete. 7 Dismantling old plaster or skirting, raking out joints and cleaning the surfaces for plaster including scaffolding, disposal of debris to the dumping ground within 50 mtrs. Lead etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 8 Taking outdoors/windows and clearstorey windows (steel/wood) shutters includingstaking the same at RRACT store etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 9 of area 3.00 Sqm & below 10 Of area beyond 3.00 Sqm 11 Dismentaling doors/windows and clearstorey windows (steel/wood) including shutters and choukhats (frames),Architraves,hold fasts etc complete and staking the same at RRACT store etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 12 of area 3.00 Sqm & below 13 Surface dressing of the ground including removing vegetation and in equalities not exceeding 150 mm deep for all kinds of soil and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 14 Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual means upto a depth not exceeding 1.5 m. including shoring and dewatering, if necessary and refilling around foundations and in plinth with selected excavated earth, in layers not exceeding 250mm thick, consolidating etc., and disposing surplus earth within a distance of 50 metre lead. (Depth of excavation shall be measured from the existing average ground level.) 15 0.00 metre to 1.50 metre below average G.L 16 Lead charges of all excavated materialto anywhere in RRCAT premises, by mechanical transport, including, loading, unloading, stacking/levelling etc. as directed byEngineer-in-Charge.(depth of excavation shall be measured from the existing average ground levels) 17 All soils 18 Forming embankment with selected approved soil abtained from borrow pits (including cost of excavation & transportation within RRCAT campus by mechanical transport), in layers not exceeding 200mm thick including breaking clods, watering, consolidation, dressing the sides & top to the required profile & grade complete as per drawing, specifications & as directed by Engineer-in-Charge. 19 Construction of Granular sub base by providing coarse graded material as per grading, spreading in uniform layers on the prepared surface, mixing at optimum moisture content and compacting with vibratory roller/mechanical earth rammer to achieve the desired density complete. 20 For grading - I material (with 75mm and down size aggregates) 21 For grading - II material (with 53mm and down size aggregates) 22 Plaincement concrete 1:3:6 using gradedstoneaggregate 40 mm max. size including hand mixing,consolidating, finishing, curing ,etc complete but excluding formwork and asperdrawings,specifications and asdirected by the Engineer-in-charge. 23 Plaincement concrete 1:2:4 using gradedstoneaggregate 40 mm max. size including hand mixing,consolidating, finishing, curing ,etc complete but excluding formwork and asperdrawings,specifications and asdirected by the Engineer-in-charge. 24 Providing centering and shuttering using timber planks/steel plates including strutting and propping etc. at all heights and removal of the same for in situ reinforced concrete and in plain concrete work as per drawings, specifications and as directed by Engineer-in-charge. 25 Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete 26 Columns, pillars, posts, struts, mullions etc. 27 REINFORCEDcementconcrete at alllevels inM-20 grade using graded stone aggregate of 20 mmmax. size including machine mixing, consolidation, finishing, curing,etc., complete at all height as per drawings,specifications and asdirectedby Engineer-in-charge but excluding shuttering, formworkand steel reinforcement. 28 In foundations, footings, plinth beams, base of columns, flooring. 29 In columns, mullions, pillars, posts, struts 30 Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 387kg/cum of concrete.) 31 In foundations, footings, plinth beams, base of columns, flooring 32 Providing and placing in position REINFORCEMENT using TMT BARS of prefered make, having minimumyield strength of Fe 500 conforming to IS 1786, forreinforcedcementconcreteworkat alllevels,including cutting,bending,fixing, tying inposition with 1.6 mm dia. soft drawn annealedbindingwire,with chairs, legs, supports etc.completeincludingcostof transporting the bars from factory to required location at work site, cost of 1.6 mm dia. soft drawn annealed bindingwire, watch & ward, insurance etc complete all asperdrawing, specifications and as directedby Engineer-in-charge. (The contractor has to submit the test report & Challan of the reinforcement, procured by him.) 33 NOTE: Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 34 Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using ISMBs, Joists, channels, angles, flats, Tees etc. of minimum grade Fe 250, at all levels including welding, two coat painting with a primary coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.) 35 Providing, fabricating, cutting, erecting, and fixingin position structural steelworks of any shape usingRHS, SHS & circular hollow sections of Grade Fe 250 as per IS at all levels including welding,two coat painting with a primary coat of approved steelprimer and transportation etc. complete as per drawing, specifications andpreferred make as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.) 36 Providing, fabricating, cutting, erecting, and fixingin position structural steelworks of any shape using Structural steel M.S. plain & chequered plates at all levels including welding,two coatpainting with a primary coat of approved steelprimer and transportation etc. complete as per drawing, specifications andpreferred make as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.) 37 Note-1:Only standard weight as per IS tables or actual weight of prefabricated sections whichever is less shall be considered for payment and welding weight shall not be considered for payment. Note 2: 1. Structural steel conforming to IS: 2062 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from these firms and also testing from third party, if required to be arranged at no extra cost. 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate. 4. All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5. Electrodes of preffered make only shall be used. 38 Labour charges only for fabricating structural steel work including plates at all levels & including material transportation to site of work from Deptt. Stores, cutting to required size, fabricating including welding as required, erecting in position cost of electrodes, gas, necessary scaffolding, painting with a coat of approved steel primer etc. complete 39 Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in superstructure atall levels including double scaffolding, raking out joints, curing etc. complete as per specifications, 40 Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in C.M. 1:4 at all levels, including curing, raking out joints etc. complete as supports to kitchen platform, shelves, cupboards, flower beds etc. complete. 41 White/Coloured Glazed tile in flooring/dado using 1st quality 6mm thick glazed tiles of size as mentioned below of preffered make with necessary specials etc. over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching white/coloured cement slurry and finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete and as directed by Enginner-In-Charge. 42 Dado/Skirting using 450x300mm tiles 43 Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st qualityover 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching cement slurry using white cement pigment mixed with, finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete and as directed by Enginner-In-Charge. 44 For flooring using tiles of size 450x450mm and 300x300mm 45 Providing and laying/fixing in position 15mm to 18mm thick machine polished granite slabs of approved colour and quality including machine/hand cut, polishing, buffing the edges all in line, level, (curvature corners if required) in 20mm thick cement mortar 1:3 bedding with best workmanship,cement punning, finishing, curing, complete in platforms, shelves, wash basin, cills, jambs, facias, treads and risers etc. complete and as directed by Enginner-In-Charge. 46 Black, Cherry/Ruby red shade 47 Providing and fixing in position first class double charged vitrified porcelain tiles (thickness to be specified by the manufacturers) with water absorption less than 0.08% and conforming to IS:15622, of size 600mmx 600mm of preferred make & color, pattern and design for flooring, skirting or dado laid in floor, wall of existing concrete or plastered surface over 20 mm thick cement mortar 1:3 bedding close jointed and pointed with matching slurry @ 3.30 kg/sqm using white cement with pigments finished to levels, slope or plumb as required including cement mortar bedding, cutting of tiles to required size and curing, acid washing etc. complete as per drawings, specifications and as directed by Engineer-in-charge. 48 Cement plastering at all levels for internal walls/ceilings with cement mortar 1:4/1:5 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete and as directed by Enginner-In-Charge. 49 12mm thick (with cement mortar 1:4) 50 20mm thick (with cement mortar 1:4) 51 Cement plastering to external surfaces of walls at all heights, 20mm thick, with cement mortar 1:4 over brick walls or concrete surfaces, including finishing rough (wooden float finish) hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. complete and as directed by Enginner-In-Charge. 52 Sand faced plaster 20mm thick in 2 coats over exterior masonry and concrete surfaces at all heights with base coat in cement mortar 1:4, 12mm thick and finishing coat in cement mortar 1:3, 8mm thick final rendering, double scaffolding wherever necessary, hacking of concrete surfaces, curing etc. complete and addition of waterproofing compound @ 2% of weight of cement for the base coat etc. complete and as directed by Enginner-In-Charge. 53 Waterproof cement plaster in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, curing, hacking of concrete surfaces etc. complete and as directed by Enginner-In-Charge. 54 20 mm thick 55 Scraping the walls and concrete surfaces to remove the existing white wash, distemper etc., at all height including necessary scaffolding inclusive of the cost of sand papers, steel scrapers etc. complete as per drawing, specifications and as directed by Engineer-in-charge. 56 Applying one coat of preferred make primer over old painted surfaces, preparing the surfaces including removal of old paint, if any, sand papering, filling with putty wherever required, to have proper and leveled surface to receive finishing coats, scaffolding, tools & tackles, safety appliances etc. complete. and as directed by Enginner-In-Charge. 57 Cement primer over plastered surfaces 58 Red Oxide/ Zinc Chromate primer over steel surfaces 59 Painting plastered surfaces with two/three coats of Acrylic emulsion paint of approved shade and make over one coat of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. complete and as directed by Enginner-In-Charge. 60 Two finishing coats over a coat of primer 61 Painting plastered surfaces with two coats of Synthetic enamel paint(glossy/mat finsh) of preffered shade and make over one/two coats of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. complete and as directed by Enginner-In-Charge. 62 Two finishing coats over one coat of primer 63 Painting wood/steel work with two coats of Synthetic enamel paint(glossy/mat finsh) of preffered shade and make over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning etc. complete and as directed by Enginner-In-Charge. 64 On wooden surfaces 65 On steel surfaces 66 Repainting of old painted surfaces with two coats of paint of preffered shade and make incuding preparing the surfaces, including remoal of old paint, if any, sand papering, filling hair cracks with putty and other cracks with repair mortar as required, scaffolding & cleaning, cost of all matrials, labour, all complete as per drawing, specifications and as directed by Engineer-in-charge. Note : Plaster of paris putty requried for filling work in walls shall be of of preffered make and as directed by Engineer-In-Charge.. 67 Using Acrylic Emulsion paint (On plastered surface) 68 Using SYNTHETIC ENAMEL paint glossy/mat finish (On Plastered surfaces/steel surface) 69 Note : 1) Plaster of paris putty requried for filling work in walls shall be of preffered make (2) Gates, Chain link fencing including posts shall be measured as the area seen in front and rear elevation.Front & rear surface area shall be measured without any multiplying factor.Guard bars shall not be measured seperately as it is covered in multiplying factor of windows. 70 Painting the old exterior walls and roof with two coats of approved make over one coat primer, of approved shade and make including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling with putty, scaffolding and cleaning etc. complete. 71 Providing and fixing factory made 30 mm thick pre laminated PVC door shutter (conforming to IS: 4020) with PVC door Frame (Choukhat) of approved shade and make consisting of followings : 72 1. PVC door frame of size 50x47mm with wall thickness of 5mm, made out of extruded 5mm thick rigid PVC foam sheet, mitred ar corners and joined with 2nos. 150mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturers specifications and as directed by Engineer-in-Charge. 73 2. PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and of size 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers ofM.S. frame covered with 5 mm thick heat moulded PVC C channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 95 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2C tee etc. complete./Neoprene Gasket Lining etc. complete. 74 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive & including all fittings, fixtures & 4 nos. 100 mm long heavy duty S.S. hinges etc. complete as per direction of Engineer-in-charge, manufacturers specification & drawing. Note: Fittings and fixtures shall be as indicated in the tender drawing. 75 Providing, fabricating, supplying and erecting in position both side laminated flush door shutters of preferred make and following thicknesses (excluding the thickness of lamination) in solid block board core, internally lipped, bonded with water proof type synthetic resin, hot pressed with commercial ply finish and decorative plastic laminateofpreffered make of 1 mm thickness on both faces including providing and fixing aluminum CPMS fittings and fixtures as per drawing, heavy duty stainless steel hinges, locking arrangements and Godrej make door closure with screws etc. complete as per specifications and as directed by Engineer-in-Charge. Note: Fittings and fixtures shall be as indicated in tender drawing. 76 30mm thick (excluding the thickness of lamination) 77 Providing and fixing in position Aluminum Shutter for Kitchen Cabinet below Kitchen platform Consisting minimum 18 gauge frame consisting aluminiumsection 38x25 mmand door shutter consisting 18 gauge Aluminium section 40x18 with SS Mosquito jalianodized (5 microns) to natural aluminum colour, aluminum sections, anodized aluminum beadingsincluding cost of SS Mosquito jali , Magnet ,pivots, approved door and window handles, PVC/ofapproved make Gasket lining, stainless steel screws, mastic filling, weather strips, tower bolts, nuts, washers etc. as required complete as per drawing, specifications and as directed by Engineer-in-Charge 78 Providing and fixing 0.50 mm TCT color coated galvalumesheets of preferred make in roof, facia including all overlaps, ridges, mitring, supplying and fixing J hooks/self thread screw, bolts, nuts and washers as per manufacturers code of practice and cutting the sheets as required including the cost of scaffolding, work at all heights etc complete as directed by Engineer-in-charge. 79 Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum two track sliding windows using aluminium alloys extruded section confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum, vertical and horizontal rectangular sections of minimum size 61.00 x 24.00 x 0.84 mm thick, Bottom track sections of minimum size 61.00 x 31.00 x 1.50 thick, top & side members 61.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panels for top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs,aluminum packing strips used for 80 anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing float glass panes of 4.0 mm thicknesswith edges champhered (wherever required) with PVC/ ofpreffered make Gasket Lining etc. complete. 81 With anodized aluminum section (min of grade AC 5) of approved shade 82 Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum three track sliding windows with mosquito net etc., using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 92.00 x 36.00 x 0.90 mm thick, Bottom track sections of minimum size 92.00 x 31.00 x 1.50 mm thick, top & side members 92.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panelsfor top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, S.S bearings, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for 83 anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. including providing and fixing float glass panes of 4.0 mm thickness in two panels of window with edges champhered (wherever required) with PVC/ ofpreffered make Gasket Lining and mosquito net jali ( SS Jali of 28 guage ) in one panel of window etc. complete as directed by EIC. 84 With anodized aluminum section (min of grade AC 5) of approved shade 85 Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Fixed window with extruded and integrated aluminum sections as per approved make conforming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including cost of 4.0 mm thick float glass,ofpreffered make gasket, scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required etc. complete as directed by EIC. 86 With anodized aluminum section (min of grade AC 5) of approved shade 87 Providing and fixing in position anodized (min of grade AC 5) aluminum louvered ventilators using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 44.0x46.0x1.40 mm thick with adjustable louvers clips on both vertical side to hold and rotated 4mm thick bajri glass strip louvers, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing bajriglass of 4.0 mm thickness etc. completeas directed by EIC. 88 Providing and fixing in position Aluminum partitions, doors, windows, ventilators, louvers, fixed glazing, sliding windows, north light glazing, aluminum rough ground etc. with extruded and anodized (5 microns) to natural aluminum colour, aluminum sections, anodized aluminum beadings, anodised aluminum sheets manufactured to relevant IS codes and using minimum 2mm thick (or as specified) heavy sections including cost of pivots, approved door and window handles, PVC/Neoprene Gasket lining, stainless steel screws, mastic filling, weather strips, tower bolts, nuts, washers etc. as required complete as per drawing, specifications and as directed by Engineer-in-Charge. 89 Providing & fixing in position curtain rods of preferred make of 25mm diameter made of 1.22mm stainless steel conduits resting on standard stainless steel looking curtain rod holder fixed on wall at spacing not exceeding 1.50m, having 2 nos. ball shaped stainless steel decorative formations at both ends of each curtain rod such that whole assembly is suitable for holding medium size thick cloth curtains, fixed in position using required hardwares, rawl plugs etc. complete excluding curtain cloth but including the cost of all materials, rawl plugs, gutties, labours, taxes etc. complete as per specifications and as directed by Engineer-in-Charge 90 Providing & fixing EUROPEAN WATER CLOSET suite comprising of : a. Extended wall mounted with cistern European water closet of preffered make seat cover & fittings all preffered make in glazed vitreous with integral P or S trap Conforming to IS.2556. b. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends. c. 15mm n.b. screw down variety heavy quality C.P. brass two way Angle/stop cock of preffered make conforming to IS : 781.d. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of prefered make. Health faucet(Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of preffered make. 91 Providing and fixing approved ORISSA PATTERN W.C. SUITE comprising of : 92 a. Orissa pattern W.C. best Indian make white or colour glazed vitreous chinaware, size 580 mm x 400mm with ‘P’ or ‘S’ trap, of preffered make conforming to IS: 2556 93 b. PVC low level flushing cistern 10 litres capacity with allfittings of preffered make. 94 c. 32mm n.b. heavy quality P.V.C flush pipe of appropriate length with all PVC specials, etc. concealed in wall. 95 d.15 mm n.b. heavy quality P.V.C inlet connection with brass unions connected at ends. 96 e. 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preffered mkae conforming to IS:8931. 97 Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of : 98 a. Best Indian make wash basin in white glazed vitreous chinaware of preffered make conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above. 99 b. One number heavy quality 15mm n.b. C.P. brass pillar cock with jam nut of easy clean variety of preffered mkae conforming to IS: 1795 100 c. One number 15 mm n.b. heavy quality PVC inlet connection with brass union connection with brass solder joints at ends. 101 d. One number 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preffered make. 102 e. One number 32 mm n.b. heavy quality C.P. brass waste coupling with rubber plug and C.P. chain. 103 f. One number 32 mm C.P. BRASS heavy quality BOTTLE trap of approved make with extension piece and wall flange etc. complete of Dripless type. 104 Providing & fixing best quality kitchen sink (after removing of old damaged sink) comprising of : 105 a)Best quality stainless steel sink made of Salem Steel grade AISI-304 (18 % Cromium /8 % Nickel) steel sinks of bowl size 560 x 410 x 254mm of 1 mm thickness,of preffered make supported on opening of R C C slab of kitchen platform, conforming to IS:13983.The sink should include thin plastic film coating to protect against scratches during fixing etc including removing of old damaged sink and fixing/repairing with CM 1:4 as required. 106 b)One number suitable steel plastic combination in built waste coupling heavy quality,32 mm diameter. 107 c)One number suitable heavy duty flexible PVC waste pipe of 32 mm nb up to top of floor trap. 108 Providing and fixing decorative round shaped 100mm dia. ABS body Chrome plated SHOWER ROSE with 190mm long shower arm with rubit cleaning system design of preffered make suitable for fixing on G.I. lines with built in ball joint for directional changes. 109 Providing and fixingC.P. brass Towel rods of preffered makeof size 600mm long x 19±1mm with a wall flanges fixing on wall using C.P. brass screws, rawl plug etc all complete. 110 Providing and fixing heavy quality C.P. brass screw down 15mm n.b. Bib taps of preffered make on G.I. pipe line conforming to IS:781 111 Providing and fixing HDPE/CPVC Floor trap of self cleansing design with 75mm outlet having a minimum water seal of 50mm with stainless steel grating on topofpreffered make including necessary 1:2:4 cement concrete for embedding the trap etc. as per specifications all complete. 112 Providing and fixing in position beveled or plain edge mirror of size 600x450 mm made out of best indian glass of 5.5 ± 0.5mm thick, manufactured by approved make mounted on PVC sheet backing with decorative PVC frame fixed in position with C.P. brass screws wth rawl plugs etc. complete. 113 Providing and fixing in position liquid soap dispenser of preffered make. with C.P. brass brackets, cap etc. fixed to wall with C.P. screws and rawl plugs all complete. 114 Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of preffered make conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specifications and as directed by Engineer-in-charge. 115 20mm n.b. 116 Providing, laying, jointing, fixing, testing and painting as per colour code of BARC heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of preffered make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings required for the completion except screwed flanges conforming to IS:1239 and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floor, chasing in walls, roof slabs and making good the same to the original conditions, testing the pipes & fittings for 10kg/sqcm pressure for a minimum period of two hours duration with clean & potable water, including cutting to waste of pipes, threading, cost of all jointing materials like hemp yarn, white or red lead, painting with two coats of anti-corrosive bitumastic paint for under portion & oil paint for exposed portion over a coat of primer, clamps, wooden gutties, screws, cement, sand etc. complete 117 15mm n.b. 118 20mm n.b. 119 Providing, laying, jointing, fixing and testing CPVC pipes of grade SDR - 11 as per IS:15778 including CPVC plain & brass threaded fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends, CPVC MTA, FTA and all other fittings required for the completion, having thermal stability for hot & cold water supply and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing in walls, roof slabs and making good the same to the original conditions, including fixing the pipe with clamps at 1m spacing, cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. complete testing the pipes with clean water as per specifications. 120 20mm nominal size 121 25mm nominal size 122 Providing, laying, jointing, fixing and testingPVC rigid pipes of class Bof preffered make for sewerage ensuring thermal stability for waste water, sewage, acids etc. including all PVCfittings,jointing with durable solvent,testing the pipes at a pressure of 6 Kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. 123 50mm NB 124 80mm NB 125 110mm NB 126 Providing, laying or fixing approved quality PVC RAIN WATER PIPES & FITTINGS ofpreffered makeconforming to IS : 13592, with necessary clamps or concealed in walls including jointing with approved solvent ,clamping, and scafolding etc. complete. as per specification and direction by Engineer In charge. 127 80mm dia PVC pipes 128 110mm dia PVC pipes 129 Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of preffered make of the following capacities with suitable S.M. C. cover at top including the cost of labour for making hole in the storge tank for inlet, outlet, scour and overflow, providing and fixing necessary GI nipples ranging from 15mm to 50 mm n.b. of average 150mm length with double check nuts, washers, 25mm dia. ball valve (brass) with brass spindleofpreffered make complete. 130 500 litres capacity HDPE water storage tank 131 Providing & fixing stainless steel look metallic shelf of length 550 mm,width140 mm and height 70 mm of preffered make including 6 mm thick clear glass, two tier 6 mm railing, four pillars in a good looking pattern with diameter varying from 6 mm to 16 mm and two CP brass F-bracketssuch that whole assemblyweighs not less than 300 grammes including fixing in position using rawl plugs, gutties, hardwares, removing of old shelf if required etc. completeall as per specifications and as directed by the Engineer-in-charge. 132 Providing cement based waterproofing treatment to Sunken (average thickness 65mm) by cleaning the concrete surfaces, giving injections to top slab as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting brick bat coba in waterproof mortar 1:4 with necessary gradient for easy flow of water and continue the treatment along the inner faces of adjoining wall upto a height of 300 mm in the shape of vatas, with waterproof plaster 1:3 finished smooth with trovel in cement complete. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturers specification). 133 Stages of treatment: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 100 mm63mm (as applicable) size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 134 (c) After two days of proper curing, applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:3 (1 cement :3 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of 45 gsm 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 3 mm deep. 135 Note: 1. If due to location of rain water pipes/ drain pipes,the thickness of treatment exceeds 110mm/65mm to provide sufficient slope for easy flow of water, provision is to be made of extra brick bat coba item as per item no. 1 in this chapter. 136 2. The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years. 137 3. An amount @ 10% of the value of the item shall be withheld by the department for a period of 10 years from the date of completion. 138 4.The measurement for payment shall be the entire area of terrace covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace/chajja. 139 Providing waterproof BRICK BAT COBA for filling in the depression of toilets, bathroom etc., as per the specifications of specialised waterproofing agencies and finishing the surface even so as to be suitable to receive the tiles etc. complete. Note : The measurement shall be on m³ basis. No deductions shall be made for the areas occupied by pans and other fittings and fixtures. 140 Providing pre-construction anti-termite treatment (with chloropyrifos 1% concentration) generally as per IS 6313 (Part-II)-1981 guaranteed for ten years complete. The treatment shall comprise of following stages :- 141 a). Treatment around foundation, footing & columns :- Soil poisoning from the depth of 500mm below ground level around RCC/Brick foundations, columns, plinth beams, walls, etc. with chloropyrifos (1% concentration) @ 7.50 litres per sq.m. of vertical surface including rodding the earth at 150mm centre to centre close to the column/ beams/walls surfaces, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation. 142 b). Treatment around internal/external walls or plinth beams :- Soil poisoning from the ground level upto the level of filled up earth surface around junction of internal/external wall and floor with chloropyrifos (1% concentration) @ 7.50 litres/m². of vertical surface so as to establish continuity of the vertical chemical barrier on inner wall surfaces from ground level including making a small channel of size 30mm x 30mm, rodding the channel at 150mm centre to centre to pour the chemical, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation. 143 c). Treatment of soil below sub grade of floor :- Soil poisoning of the top surface of the filled earth within plinth wall with chloropyrifos @ 5.00 litres/m². of the surface including making hole 50 to 75 mm deep at 150mm centre to centre both ways. 144 d). Treatment of soil along external perimeter of building :- Soil poisoning along external perimeter of the building including making holes with iron rods, 300mm deep At 150mm intervals filling these holes with chloropyrifos @ 7.50 litres/m². of the perimeter walls. In the event of filling being more than 300mm, the external perimeter treatment shall extend to the full depth of filling upto the ground level so as to ensure continuity of the chemical barrier. 145 Note: The amount At 10% of security deposit deducted from the item shall be withheld by the department for a period of 10 years from the date of completion (as per service guarantee). 146 Providing and fixing heavy quality fancy varietyC.P. brass screw down 15mm n.b. concealed type Stop cocks ofapproved make confirming to IS:8931 on G.I. pipe line /CPVC complete as per drawing, specifications and as directed by Engineer-in-Charge.
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15.
Forest Department
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Maharashtra
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BRR:9859168
Bids Are Invited For Facility Management Services - Lumpsum Based - Panchmukhi Hanuman Mandir Babulkheda Range Forest Office Kalmeshwar; Providing And Fixing Pre Fabricated Main Gate As Per Given Details; Consumables To Be Provided By Service Provider (Inclusive In Cont.. , Facility Management Services - Lumpsum Based - Panchmukhi Hanuman Mandir Babulkheda Range Forest Office Kalmeshwar; Providing And Installation Of Drinking Water Kiosk As Per Given Details; Consumables To Be Provided By Service Provider (Inclusive I.. , Facility Management Services - Lumpsum Based - Panchmukhi Hanuman Mandir Babulkheda Range Forest Office Kalmeshwar; Providing And Installation Of 2 Number Toilet Block Including Civil Components; Consumables To Be Provided By Service Provider (Inclus.. , Facility Management Services - Lumpsum Based - Panchmukhi Hanuman Mandir Babulkheda Range Forest Office Kalmeshwar; Providing And Fixing Nature Interpretation Centre With Civil Components; Consumables To Be Provided By Service Provider (Inclusive In.. , Facility Management Services - Lumpsum Based - Panchmukhi Hanuman Mandir Babulkheda Range Forest Office Kalmeshwar; Providing And Installation Of Ticketing Counter And Admin Office Along With All Civil Compontnts As Per Given Details; Consumables To ..
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Contract Value:
1.42 Crore
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Contract Date:
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Contractor Name:
SMART ASSOCIATES
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16.
Indian Army
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Uttarakhand
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BRR:9858650
Bids Are Invited For Pre Fabricated Simulator Shelter Total Quantity : 1
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Contract Value:
2.98 Lakhs
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Contract Date:
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Contractor Name:
M/S HIMALYAN FURNITURE
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17.
Maharashtra Industrial Development Corporation
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Maharashtra
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BRR:9850930
Tender for maintenance and repair To Pwss @ Pusad Indl. Area.. Installation Of Pre And Post Chlorinator System For Water Treatment Plant And annual maintenance contract For Chlorinator At Wtp Pusad Indl.Area..
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18.
Indian Navy
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Maharashtra
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BRR:9846578
Bids Are Invited For Refurbishment Of Pre-Fabrication With Coating Of Waterproof And Anticorrosive Amalgam Fusion Total Quantity : 1
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Contract Value:
1.49 Lakhs
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Contract Date:
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Contractor Name:
KAP INFINITY PRIVATE LIMITED
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19.
Ministry Of Home Affairs
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Assam
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BRR:9845807
Bids Are Invited For 06 Nos. Pre-Fabricated Poly Urethane Foam (Puf) Panel Hut Total Quantity : 6
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Contract Value:
32.57 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
LUXMI ENGINEERS
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20.
Urban Local Bodies
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Haryana
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BRR:9844359
Tender for Construction Of Pre-Fabricated Boundary Wall Of Bio-Diversity Park Zone-Iii, Mcg.
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21.
Department of Higher Education
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Ladakh
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BRR:9844104
Tender for Beautification And Landscaping Around Education Department And Newly Constructed Pre-Fabricated Structure Kargil Campus University Of Ladakh.
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22.
Gas Authority Of India Limited
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Maharashtra
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BRR:9840041
Bids Are Invited For Custom Bid For Services - Hiring Of Services For Operational Assistance In Pre-Commissioning, Commissioning & Stabilization Of Utility Boilers Services Of Gail (India) Ltd, Usar, Alibag, Raigad, Maharashtra.
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Contract Value:
1.88 Crore
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Contract Date:
Refer Document
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Contractor Name:
PRABHA CONTINUOUS UTILITY SERVICES
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23.
Indian Army
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Maharashtra
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BRR:9838468
Bids Are Invited For Central Monitoring System With Pre Fabricated Cabin Total Quantity : 1
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Contract Value:
2.82 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
RUDRA ENTERPRISES
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Paver Block (172)
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1.
Rural Development Department
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Maharashtra
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BRR:9874973
Tender for Providing Allied Facility In Internal Village (Providing Paver Block) At Village Mauje Shirud Tal Dhule Dist Dhule -Under 2515-1541 Nagari Suvidha Yojana
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Contract Value:
15 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
VAIBHAV BHALCHANDRA AMRUTKAR
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2.
Rural Development Department
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Maharashtra
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BRR:9874969
Tender for Installation Of Paver Blocks (Smashanbhumi Anushangik Kame) At Village Dogargaon Tal Shindkheda District Dhule (15 Fin Vp Level 2024-25 Activity Code 91725678)
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Contract Value:
1.83 Lakhs
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Contract Date:
25-Mar-2026
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Contractor Name:
Akshay Shivdas Sonawane
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3.
Military Engineer Services
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Assam
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BRR:9874901
Tender For Special Repairs To Bldg No T-107 (Hangar) Of Army Avn Sqn At Missamari Under Ge Missamari; 1 Dismantling plain or corrugated steel sheeting any gauge, thickness complete all as specified and directed. 2 S&F pre painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and directed. 3 S&F pre painted galvatume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screwscomplete all as specified and directed. 4 S&F Fibre glass reinforced translucent corrugated sheeting 2 mm thickwith two corrugations side lap fixed with coach screw and washer in roof, wall etcfixed with L or J hooks complete all as specified andcomplete all as specified and directed. 5 Demolition ofbrick work or stone masonry built in cement mortar incl all quoins arches pillars etc. 6 M&L Brick Work with Sub-Class ‘B’ Bricks (with modular size Bricks), Straight or Curved on Plan exc. 6.0 Metre mean Radius, built in Cement Mortar (1:4), complete all as specified and as directed. 7 Demolition of Reinforced cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. 8 M&L for Pre-cast RCC (1:2:4) type B1 using 20mm graded stone aggregate as in landing, cover slabs, lintel(for manhole covers, drains etc) set in CM (1:4)complete all as specified and directed. (Note:TMT bar will be measured seperatly). 9 M&L for TMT reinforcement 10 mm dia and over cut to length bent to shape including cranking, hooking etc binding with mild steel wire not less than 0.90 mm dia (annealed) all as directed complete. 10 Dismantling floor, hearth or wall tiling incuilding cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the permises. 11 M&LNon - skidcoloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured including Screed bed or bedding layer of cement mortar (1:6), 15 mm thick for laying floor finishes. 12 M&LNon - skidcoloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured including Screed bed or bedding layer of cement mortar (1:6), 15 mm thick for laying floor finishes. 13 M&L for Glazed ceramic coloured tiles in vertical surfaces of 450x 350x 7 mm thick set and jointed in neat cement slurry & painted in white or colour cement to match incl sreed bed 10 mm thick in CM (1:4) . 14 M&L rendering 15mm thick on other than fair faces of brick or concrete Surfaces in cement mortar 1:6 finished even and smooth. 15 Demolition of cement Concrete in ground floors and pavingsn exc 15 cm thickness (below or above ground level) 16 M&L for 75 mm thickPCC (1:3:6) type C2 using 40mm graded aggregate as in plinth course/sub base as directed by engineer in charge. 17 M&L cement concrete with PCC type D2 (1:4:8) using 40mm graded aggregate as in foundation and mass concrete. 18 S & F in repair 110 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed in walls. 19 S & F 110 mm bore PVC (SWR) bends of any radius. 20 Taking up or down 15 mm bore steel tubing and connections, including cleaning for Refixing or removal to store 21 Taking up or down 20 mm bore steel tubing and connections, including cleaning for Refixing or removal to store 22 S&F 15mm bore GI tubing medium graded with all fitting and fixed complete to wall and ceiling or laid in floor . 23 S&F 20mm bore GI tubing medium graded with all fitting and fixed complete to wall and ceiling or laid in floor . 24 S&F in repairs15 mm bore chromium platedBib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed 25 S&F in repairs15 mm bore, chromium plated fancy type, Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed 26 S&F in repairsBrass chromium platedTubular towel rail, 20mm dia, D type, 60cm long between flanges 27 S&F in repairsBrass chromium plated shower rose 125mm size 28 S&F in repairs of size 600x450mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromimum plated brass screws and cup washers. 29 S&F in repairs Sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long 30 Dismantling water tanks and removing to store exc 500 & not exc 1000 ltrs 31 S&F 500 Ltrs. Capacity rotational moulded polyethylene water storage tanks (cylinder vertical with class top) hoisted and fixed in position all as specified including 20mm bore ball brass valves, high pressure, with polythene float and flynut complete screwed for iron pipe or brass ferrule and fixed. 32 Dismantlinig wrought iron or mild steel work of any description not otherwise proveded for. 33 S&F roof trusses (framed) trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam tee, angle, channel or flat sections) including clits etc conforming to Fe-410-0 W Gde- E- 250, Quality -A. 34 S&F Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc.conforming to Fe-410-0 W Gde- E- 250, Quality -A. 35 Taking down Chowkats or frames not exceeding 1.5 Sqm each (Without taking off shutters from the frames) 36 Taking down Chowkats or frames exceeding 1.5 Sqm but not exceeding 4 Sqm each (Without taking off shutters from the frame) 37 Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) any thickness, including cover fillets. 38 S&F for Anodised aluminium/ GI snap grid power coated framed work of size main runner 39x24.70x0.80 mm, cross tee size 29.x24.70x0.80 mm, wall angle 22.2x22.2x0.65 mm and size of grid 605x605 mmfor false ceiling all as specified with 4mm thick GI suspender complete all as specified and as directed. 39 M & L for 4mm thick Non Asbestos designed Cement E board incl two coats of distempering over one coat of primer in one side as directed by Engineer-in-charge of size fixedin ceiling as specified and directed. 40 S&F 40mm thick acoustic perforated particle sound absorption board of size 595mm x 595 mm for insulation purposes, fixed with screw to wooden/steel framed work with GI intermediate/ ceiling section of size 45mm x 15mm x 0.90 mm fixed to wall with stainless steel screw incl 50mm thick fibre glass wool to wooden/metal frames as required at site incl dismantling of old particle board complete all as specified and directed. 41 S&F powder coated aluminium frame for doors, windows, ventileters, partitions with one or more rebates including joining cleat for fixing etc complete all as specified incl powder coating above aluminium section.(minimum thickness of powder coating 50 micron). 42 S&F powder coated aluminium door shutters aluminium section weighing 0.55 kg/m including necessary joining cleats glazing clips rubber neoprene packing anodised aluminium snap beading screws, locking arrangements, hinges, suitable handle etc complete all as specified powder coating of any colour(thickness of powder coating not less than 50 micron. 43 S&F for powder coated aluminium window shutters, side hung type without sash bars aluminium section weighing 0.55 kg/m including necessary joining cleats,glazing clips,ruber neoprene packing,anodised aluminium snap beading screws,anodised aluminium fittings such as peg stays 150 mm long(1 no),hinges type-B-21 100 mm long( 2 no) suitable handle 1 no complete all as specified incl power coating of any colour (thickness of powder coating not less than 50 micron). 44 S & F aluminium body door closer hydraucally regulated, designation No. 3 universal type , suitable for door shutters of 851 to 1000mm in width and of weight between 61 to 80 kg 45 S&F 4 mm thick Sheet glass, ordinary quality and glazing with wooden beadsin squares not exceeding 0.5 Sq. M in each pane 46 S&F 5.5 mm thick Sheet glass, ordinary quality and glazing with wooden beadsin squaresexceeding 0.50 Sqm in each pane 47 M&Lfor 12 mm thick Veneered decorative plywood, grade 1 (with BWR resin) with decorative face veneers on both faces; fixed with screws to timber frame work 48 Supply and fixedaluminium wire cloth with 0.45 mm nominal dia of wire and average width of aperture (1.40) mm and fixed with aluminium stapple complete all as specified and directed. 49 S&F solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet rainforced with MS square tube in opening as per specification & as directed. 50 S&F forfactory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails, M.S. .frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail,; Paneling of plain colour PVC sheet to be fitted in the M.S.frame welded/ sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification complete all as specified and as directed. 51 S&F aluminium alloy 250mm anodised sliding door bolts with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast - aluminium alloy. 52 S&F 150mm long aluminium anodised barrel tower bolts of extruded section 53 S&F 100mm aluminium butt hinges medium weight 54 S&F aluminium handle cast type anodised 150mm size 55 S&F Grating doom 100mm dia of PTMT (Minimum weight 25gms) 56 For Surface Preparation: Surface Preparation by removing existing flooring with mechanical means, prepare the concrete substrate with properscarifying & diamond grinding, Shot blasting, with Vaccum cleaning to remove dirt, dust, laitance, other contaminants etc., and to form the required anchor profile on the floor substrate between the floor topping and the concrete floor 57 For Floor Leveling (3mm thick)Providing and applying 2 part water dispersed epoxy resin primer Sikafloor ®-80 Epocem Primer or equivalent make like Fosroc/BASF/STP etc. followed by applying temporary moisturer barrier technology based three part, self smoothing underlay screed Sikafloor 81 Epocem or equivalent make like Fosroc/BASF/STP etc. to a thickness of 2mmhaving carbon dioxide diffusion coefficient 1782 as per Klopfer Engel fried method, Water vapour diffusion co-efficient µH2O = 177 as per DIN 52615, Water absorption co-efficientW = 0.06 kg/m2as per SN EN 1062-3,Compressive strength 55 N/ Sqmm after 28days as per ASTM C 579,Flexural strength 10 N/ Sqmm after 28days as per EN 196, When applied at minimum 3 mm thickness it can be laid over high moisture content substrate when substrate moisture is more than 4%. 58 Installation of Epoxy topping 2mm using notch trowels and Spike rollers Providing and applying 2mm thick two part, solvent free, coloured,100% solids, self smoothing, smooth glossy, epoxy resin topping using notch trowels and spike rollers having compressive strength of 53 N/mm2 as per EN 196-1, Flexural strength of 20N/mm2 as per 196-1, Shore D Hardness 76 As per DIN 53 505, abrasion resistance 41mg ( CS10/ 1000/ 1000) as per DIN 53109. All in complete as per the manufacturers specifications and directions of the engineer in charge. Make : Sikafloor®-264 HC or equivalent make like Fosroc/BASF/STP etc. 59 Crack Treatment : Inspecting the surface for any cracks. Cracks if any have to be sealed with epoxy repair mortar after clean or removal of cover concrete and making V groove of 20mm wide and 10mm deep cover crack line along the length of the crack by elctrically operated angle grinder with diamond concrete saw blade and cleaning it by air blower as directed by Engineer-in-Charge. 60 Sealing of exposed V groove of 20mm wide and 10mm deep with Sikadur 31 or equivalent make like Fosroc/BASF/STP etc. solvent-free, moisture tolerant, thixotropic, structural adhesive and repair mortar, based on epoxy resins and special fillers, designed for use at temperatures between +10°C and +40 °C. Product should conforms to ASTM C 881-78, Type I, Grade 3, Class B+C : compressive strength > 60 N/mm2 (14 days) according to ASTM C881 : bond strength < 10 N/mm2 (7 days) according to ASTM C882 . 61 S&F in repair nylon HDPE bird proofing net of 2.5 x 2.5 cm of 1 mm thickness fixed with polypropelene rope of 6 mm dia for net and 12 mm dia for boarder with nail clips, cable zip ties & C hooks as directed by engr-in charge. Note : Rate quoted by the contractor shall deemed to inclusive of necessary scaffolding and all other fittings and binding materials as required for fixing the net complete all as directed. 62 Supply and fix for Turbo Ventilators Industrial/domestic turbo ventilator as per Manufactureres Insturction :-(i)(Turbine Dia 28 Inch (760mm), (Nech/Throat-24), (Height-18/610mm) (Vanes(Blades) - 42 Vanes, Aluminium 0.50mm Alloy 8011), Base Ring MOC(Mounting ring - Stainless steel),(Top plate MOC- Stainless steel 0.80 mm thickness).(ii) Rotation - Twin sealed 6203ZZ bearing with self lubricating duponty zytel 101L Polyamide 66 resin to ensure frictionless rotation even at lowest wind velocity Twin sealed 6201ZZ bearings with self lubricating Duponty Zytel 101L Polyamide 66 resin to ensure frictionless rotation even at lowest wind velocity.(iii) (Centre shaft : 18mm high carbon steel zinc plated) ( Inner Arms - M.S. with electro zinc plating), (Outer Arms - M.S. with electro zinc plating), (Frp base plate - 2mm thick clear 1.020 mtr wide 1.65 mtr long matching your sheet profile weight 8Kg Approx), (Centre width - 800mm+/-5mm), (Dia of Bottom Ring- 600mm+/-15mm), (Nos of Bearings -02 Nos), (Bearing Type : skf-6001ZZ & 6003ZZ) (Rivets-Aluminium Alloy wiht Washer) ,angle adjustable range- 0 to 17 deg,Exhaust capacity- 1972 - 2164 CFM, Wind velocity 8 Km/Hr, Make:- Tubro Ventilator India (Industrial Ventilating Solutions) or Equivalent as approved by GE complete all as specified and as directed. 63 Preparation of newsteel surfaces of any description, over 10 cm width or girth, not otherwise described applying twocoat of synthetic enamel paintover a coat of red oxide zinc chrome primer complete all as directed. 64 M&L for preparation of new plastered surfaces of walls and applying two coats of acrylic distemper including one coat ofchalk whiting on plastered surface to prepara-tory to distempering complete all as specified and directed over 1 mm thick wall care putty. 65 M&L for complete removal of old surfaces of walls and applying two coats of acrylic distemper including one coat ofchalk whiting on plastered/putty surface to prepara-tory to distempering complete all as specified and directed over 1 mm thick wall care putty. 66 M & L for Complete removal of old surfacefor preparation of new wall surface applying Two or more coats of 100% Premium acrylic exterior emulsion paint with silicone additives of required shade additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @2.20 litre/ 10 sqm complete all as specified and directed. 67 Preparation of new or previously treatedsteel surfaces of any description, over 10 cm width or girth, not otherwise described appling one coat of Red Oxide, zinc chorme and applying two coat of synthetic enamel paint. 68 M&L two coats of Aliphatic two component paint suitable for concrete and plaster surfaces, especially in exterior application incl preparation of surfaces and as per manufacturer instruction complete all as specified and directed.Make - STP or equivalent. 69 S & F 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame as per specification and drawing. 70 Supply and fixsolid PVC wall lining consisting of 5 mm thick wood grain printed PVC sheet inclusive of solvent cement and fixing at site on PVC frame as all specified and directed 71 Supply and fixin repair MS wheels of any sizefor hanger doors incl greasing and taking dow completeall as specified and directed 72 Demolition of stone slabs tiles of any description or thickness in floors apronslaid bedded and pointed in any morter etc 73 Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. 74 Taking down the existing unserviceable main switch/ cut out/ DBs of any type/ capacity/ description as existing at site including making good the disturbed surfaces to match with the existing finishes all as specified. 75 Taking down the existing unservicable sub main wiring of any type / description as existing at site including making good the disturbed surfaces to match with the existing finishes all as specified. 76 M & L for sub main wiringwith 2 run of FRLSH PVC insulated & unsheathed multistranded copper conductor of nominal cross sectional area 2.5 sqmm alongwith one run of FRLSH PVC insulated & unsheathed copper conductor of nominal cross sectional area 2.5 sqmm as earth continuity conductor drawn through & including stove enamelled steel conduit of suitable size in concealed connected to DB or Main Boardduly fixed copper lugs of suitable size as per site requirement complete all as specified and directed. 77 M & L for sub main wiringwith 4 runs of FRLSH PVC insulated & unsheathed multistranded copper conductor of nominal cross sectional area6sqmm alongwith tworun of FRLSH PVC insulated & unsheathed copper conductor of nominal cross sectional area 6sqmm as earth continuity conductor drawn through & including stove enamelled steelconduit of suitable size in concealed connected to DB or Main Board duly fixed copper lugs of suitable size as per site requirement complete all as specified and directed. 78 S & Fin repairs sheet metal enclosure MCB DBTPN 4 way with 200 amps rated bus bar 415 volts double door with magnetic locking system complete including removal of old unsv sheet metal enclosure all as specified . 79 S & F RCBO for earth leakage and short circuit protection 415 volts suitable for fixing in MCB TPN DB of capacity 63 amps , 30mA complete all as specified and directed. 80 S & F MCB SP, 240 volts, 6-32A Amps 50 Hz ,confirms to IS/IEC 60898 Breaking Capacity of 10 kA, B-curve, complete all as specified and directed. 81 S & F in repairsFlame proof Energy saving newNext generation, energy saving, environment friendly & robust highbay LED with PDC housing suitable for ceiling (Surface/Suspended) mounting with system efficacy not less than 150 lm/W, 6500K Cool day light ,with toughened glass highbay light fitting luminaire with high power LEDs as light source and PC Cover having TOP opening seperate driver compartment with IP 66 Protection and impact resistance of IK07 with electronic driver of capacity 150 watts with pre wired andnecessary mounting arrangements, provision of new 3 core multistrandedcopper conductor of size 2.5 Sqmm 3 coreceiling rose to fitting and iron bracket made out of Angle iron bend to required shape to be fittedcomplete all as directed by Engineer-in-Charge. 82 Supply and Fixing in replacement FlameproofNew generation in replacementenergy saving & environmental friendly long life Versatile pressure die-cast aluminium IP65 flood lightwith high power LEDs as light source & exclusively designed polycarbonate cover alongwith electronic driver.of rating120W LED alongwith clamps nut bolts complete all as specified and directed. 83 S&F in replacementLEDs aviation light 4 WattIP65energy saving new generation environmental friendly long life versatile presure die cast aluminium housing with polycarbonate enclosure with pre wired andnecessary mounting arrangements,includingprovision of new 3 core multistrandedcopper conductor of size 23/0.193, complete all as specified and as directed. 84 Taking down the existing unservicable UG cable of size 10-50 Sqmm any type/ description as existing at site including making good the disturbed surfaces to match with the existing finishes complete all as specified and directedNote : Earthwork will be measured and paid seperately. 85 Supply & layingof LT UG XLPE sheathed PVC insulated, screened PVC bedded, Galvanised Steel Strip of Wire armoured Electric Power Cable heavy duty with stranded Aluminium Conductor 1100 Volt grade, cross-sectional area 50 Sqmm 3.5 Core, laid in trenches/surface of Wall/in GI Pipe along with Pole for connec-tion to OH Lines including Brass Cable Glands Mild Steel Flat Iron Clamps, etc. and Testing, complete all as specified and as directed.NOTE : Earthwork, Sand Cushioning, Bricks, GI Pipe, etc. will be measured and paid under appropriate Items. 86 Excavation in trenches not exc 1.5 mtr width and not exc 1.5 mtr in depth and getting out in soft / loose soil for laying /taking out ofLT UG cable complete all as specified and directed. 87 Returning, fillingin incl spreading, leveling , wateringand well ramming in layers not exc 25 cm thick in soils complete all as specified and directed. 88 Removal of surplus soil to a distance not exc 50 mtr away and depositing where directed as a level not exc 1.5 mtr above the starting point complete all as specified and directed 89 Supply and laying well burnt Bricks , locally available best quality (sub class B bricks) laid in trenches perpandicular to U/G cable for cable protection complete all as specified. 90 Supply , spreadand filling approved sand in cable trenches for cushioning of LT UG cable complete all as specified and directed.(NOTE :- Punned thickness only will be measured and paid). 91 Supply & lay GI tubinglight grade in protection of cable at road crossing /hard standing/pole protection fixed with clamps as per site requirement etc of size 40 mm dia bore complete all as specified anddirected . 92 S&F in replacement maintenance free chemical Earthing system complete with 03 Nos ofCopper pipe of 100 mm dia with UL 467 approved copper bonded earth rods 17 mm dia 3000mm long electrode dipped fully in earth enhancing chemical compoundburied in groundto bore holes 100 mm dia vertically to a depth not less 3.5 mtr deep below ground level with top edge of earth electrode at a depth not less than 500 mm below normal ground level, interconnected each other parallelely in Triangle Shape horizontally,With provision ofcopper busbar of size32 mm x 6mm for inter connection with copper earth lead strip 32mm x 6mm for further connected to test point terminal block of size 120mm x 120mm x 25mmmade of copper as directed including 45 x3 kg (Minimum) NABL Lab certified back fill earth enhancing compound for filling 3 x bore holes with soil mixed ,so as to achieve earth resistance below 1 Ohms including necessary excavation and earth workandProvn of PCC Chamber in PCC (1.3:6) type C1 (using 20 mm graded stone aggregate) with pit cover of 300 mm x 300 mm made of Cast Iron for each earthing complete all as Specified and directed. 93 S& F in replacement of earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit /pipe or fixed to poles or any other indicated situation on insulators duly brazed for loop earthing etc as required with 20X3 mm copper strip complete all as specified and directed. 94 S & F Test point terminal block made of gun metal or Phosphorus bronze size 75 x 75 x 25 mm, drilled and screwed including 3 Nos 8 mm dia 25 mm long hex head screw duly fixed of PVC box with glass of suitable sizeover insulators complete all as specified and as directed. 95 S&F in replacementGI Pipe of 25 mm Dia, ISI Marked , light grade to cover the copper strip (20 mm x 3mm) Complete all as Specified and directed 96 Taking down existing unserviceable point wiring of any description/type/ size of light/fan/tube/power/two way/bell etc on TW batten/conduit includingremovalof batten/ conduit/ gutties/ wooden boards/ switches/ sockets/ceiling rose , holders regulators etc and seperating the serviceable items for re-use under respective items and removal of unserviceable material out of site and making good the disturbed surfaces of wall/ceiling so as to match with the existing finishes all as specified. (Note :- Conduit already fixed in Columns/Ceiling not to be removed). 97 M&L Point Wiring with 1.5 Sqmm Copper Conductor single core PVC insulated Flame Retardant Low Smoke (FRLSH) Unsheathed 1100 Volt grade multi-stranded Cable drawn through and including stove enamelled steelConduit, medium grade, ISI marked of suitable size and its Accessories as required at Site, fixing on surface of Wall, Roof, mounted on modularSunk Mild Steel /PVCPressed Terminal Boxof suitable size as per site requirementwith modular frame platePlastic Laminated Sheet Top Cover for mounting Switches, Sockets, etc. including PVC insulated and unsheathed Single Core multi-stranded Copper Conductor Cable of size 1.5 Sqmm (FRLSH) Green in Colour as Earth Continuity Conductor connected to Common Earth and Earth dolly for One Light/Fan/Call bellPoint controlled by One 1-Way Switch 5 Amp, duly fixed with copper lugscomplete all as specified and as directed. Note :- Point wiring done ceiling/Column will be done through casing capping and will be measured under respective item 98 All as per item No 97 here in above but for one 3 point 5 Amps switch socket outlet point controlled by one switch on the same board. 99 All as per item No 97 here in above butfor one 3 pin 5 Amps switch socket outlet point controlled by one switch on independent board 100 All as per item No 97 here in above butusing 2.5 sq mm single core copper conductor cable of multistranded flame retardant Low smoke (FRLSH) PVC insulated unsheathed 1100 volts grade for 5/15 amps switch socket cobmination point incl running of2.5 sq mm copper conductor flame retardant PVC wire as earth continuity conductor along with wiring and connecting to the common eath dolly. 101 M & L of Submain wiring with 2 runs of single core 4 sqmm PVC insulated unsheated (FRLSH) multistranded 1100 volts grade with copper conductor duly cutting chases on walls anddrawn through and including stove enamelled steel conduitISI marked and itsaccessoriesincluding one run of single core 4.0 sqmm PVC insulatedunsheated multistranded 1100 volts grade with copper conductor cable as earth continuty conductor along with the wiring and connected from DB to DB/main board with proper copper lugs and making good disturbed surfaces and matching with existing colour complete all as specified and directed. 102 S & F Modular Switch 1 way 6 A, 1 module 103 S & F Modular Switch 1 way 16 A, 1 module 104 S & F Modular Socket 6 A, 2/3 pin combined 2 module 105 S & F Modular Socket 6 A/ 16 A, 2/3 pin combined 2 module 106 S & F Modular Blank plate, 1 module 107 S & Fceiling rose(white) three terminal surface bakelite type AC 50 Hz 230 volts of size 65 x 50 mm complete all as specified and directed. 108 S&F in repair air termination, single pointed copper rod, 12 mm dia and 600 mm long, fixed on GI pipeswith earthing strips for earth coductivity to ground complete all as specified and directed.(NOTE: GI pipe & earthing strip shall be measured and paid seperately) 109 S&F Epoxy electrical insulator(heavy duty) for fixing of Copper/Aluminium Strip/GI wirecomplete all as specified and directed. 110 S& F in replacement of earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit /pipe or fixed to poles duly fixed over epoxy electrical insulatorsor any other indicatedsituation for loop earthing etc as required with 32 x 6mm copper strip duly brazedcomplete all as specified and directed. 111 Supply and Fix Aluminium strip 25 x 3 mm with saddles and fixingscrews etc. for roof conductors and down conductors above ground and over roof over porcelein insulators complete all as specified and directed 112 S&F in replacementGI Pipe of 32 mm Dia, ISI Marked , light grade to cover the earth strip Complete all as Specified and directed 113 Supply and Fix in replacement ThermoplasticCable Junction Boxes IP66/67 weather proof , for outdoor installation without mounting plate withTransparent Lid ofSize 217 X 253 X 115 mm for mounting of Test Point and including Necessary civil works and complete all as specified and directed by Engr-in-Charge. Make Cat No. KG9003of Hensel or equivalentin sintex 114 M&Lin replacementfor earthing complete with copper earth plate electrode of size 600 x 600 x 3.15 mm thick buried directly in ground to a depth not less than 2.25 mtr below the normal ground level with top edge of earth plate not less than 1.50 mtr below the normal ground level and connected to Copper strips 20X3 mm by means of coppernut, bolt & washer and protected by 40mm dia GI pipe light grade and watering pipe of 20mm dia GI pipes light grade and connected to earth test point including necessary excavation, earth work, PCC chamber (1:3:6) type C-1 and 40 mm thick RCC pit cover in RCC (1:2:4) type B-1 using 6 mm dia MS round bars @ 150 mm C/C both waysall as shown in electrical plate No. 5 of SSR Part-I all as specified and directed.NOTES : The unit rate includes for protection pipe and Copper strip from top of earth plate up to 7.00 meter above ground level. 115 M&L for earthing complete with galvanised steel earth plate electrodesize 600x600x6.0mm thick buried directly in groundvertically in a pit of depth not less than 2.25 mtr below ground levels with top edge of the earth plate not less than 1.5 mtr below normal ground level surrounded from all sides by mixture of charcoal and common salt and electrode connected to and including galvanised earth lead wire 4.0 mm dia means of bolts, nuts, check nuts and washers of galvanised steel and GI pipe light grade 20mm dia bore for watering funnel with wire mesh refilling with vegetable soil without bolders and stones, gravels and aggregate etc,and CI cover with frame, PCC chamber pit with PCC 1:3:6 type C-2 excavation and earth work all as shown in electrical plate No 3 connected to earthing test point all as specified or indicated including testing on completion.NOTES : The unit rate includes for protection pipe and GI wire dia from top of earth plate up to 7.00 meter above ground level. 116 Materialand Labour for AC Socket with MCB DP 25 Amps , starter switch and Socket with Plug Top and indicatorcompletecomplete all as specified and directed. 117 Material and Labour forTriple pole and earthencolsure with a three pin and earth plug with socket of capacity 32 Ampscomplete with one triple pole MCB complete all as specified and directed 118 S & F sheet metal enclosure MCBVTPN 08 wayDouble door Ready to use DBs - Provided with insulated vertical phase bus-bars |neutral bar/s with shroud/s | earth bar/s | sticking saddles | cement spill protector | color-coded interconnecting wire set | cable ties | blanking plates and circuit identification labels With provision for4 Pole MCCB 160 A as incomer and SP/SPN MCBs as outgoing complete all as specified and directed. 119 S & F MCCB 4 Pole 415 volts 125Amps with thermal - magnetic release with breaking capacity 25 KA and with adjustable overload setting complete all as specified.
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Contract Value:
54.75 Lakhs
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Contract Date:
30-Jan-2026
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Contractor Name:
D G Corporation
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4.
West Bengal Agro Industries Corporation Limited
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West Bengal
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BRR:9874738
Tender for Construction Of Paver Block Flooring In Baliapara High School Courtyard In Kantanagar Under Bhagwangola I Block In The Murshidabad District.
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Contract Value:
9.84 Lakhs
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Contract Date:
22-Dec-2025
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Contractor Name:
HOSSAIN CONSTRUCTION
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5.
Urban Development Department
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Jharkhand
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BRR:9874529
Tender for S/F/F Of Paver Block Roads Infront Of Lakshminath Goswami Mandir Under J.N.A.C. Jamshedpur, Distt. - East Singhbhum
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Contract Value:
5.05 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
M/S JAI BAJRANG AND RAVINDRA CO.
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6.
Municipal Adminitration And Water Supply Department
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Tamil Nadu
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BRR:9874463
Tender For Providing Laying Of Paver Block Road At Rp Cross Street Various Places In Ward No 18- 1 Earth work excavation and deposting on bank with an intial lead of 10m& initialliftm of2m in hard siff clay , stiff black cotton , hard red earth shales , murram , gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil asper standard specification 20.B including refilling charges 2 Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to 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 achive the desired density complete as per clasue 406 of MORTH specifications. 3 Providing steel centeringfor sides and soffits of cement concrete works including necessary arrangements with strutting for plain surfaces with out props, With all cost and conveyance of materials and lab our at site ect ., Coplete as per standard specfication. 4 Without Props 5 Plain cement concrete of mix 1:3:6 using 20mm ISS metal from the apporoved quarry including cost and convence of the materials to site and all the labour charges etc, complete as per the standard specification 6 Supplying and laying Rubberised interlocking Paver blockM40 grade Providing and laying of83mmthick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, stone dust cushion 150mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
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Contract Value:
9.07 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
S.SUDALAIMUTHU
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7.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9874459
Tender For Providing Paver Block Arrangements At Main Road To East Street In Kodukkamparai Village And Panchayat (380M) In Kovilpatti Panchayat Union.
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Contract Value:
25.82 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
PAPPA UMANATH
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8.
Municipal Adminitration And Water Supply Department
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Tamil Nadu
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BRR:9874427
Tender for Construction Of Storm Water Drain And Paver Block Road At Ward No.21 New Water Tank Road 1-(123021S276)Lowercamp In Gudalur Municipality
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Contract Value:
24.42 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
K.Vanaraj
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View Tender Results
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9.
Municipal Adminitration And Water Supply Department
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Tamil Nadu
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BRR:9874425
Tender for Improvement Of Relaying Paver Block Road At Lf Road 26 (123008S258),Lf Road 27 (123008S259),Lf Road 28 (123008S254),Rangappa Gowder Street 1 (1230013S126),Rangappa Gowder Street 1 (1230013S127),Rangappa Gowder Street 3 (1230013S129),Rangappa Gowder Street 4 (1230013S130),Subbaiyan Servai Lane 3 (123007S252),Karuppasamy Koil Street (123006S253),Mahoor Thecar Lane (123005S243),Mamoondi Thevar Lane (123005S123),Ellai Street 2 (123001R021),Sowdamman Koil Street 2 (123013S131),Chittappa Gowder Street (123013R134),Gurusikku Gowder Street 1 (123013S137),Gurusikku Gowder Street 2 (123013S138),Gurusikku Gowder Street 3 (123013S139),Gandhi Grammam Middle Street (123020S104),Arunthathiyar Odai Street 1 (123015S077),Arunthathiyar Odai Street 5 (123015S079),Arunthathiyar Odai Street 8 (123015S082),Arunthathiyar Odai Street 9 (123015S083),Arunthathiyar Odai Main Street 4(123015S078),Arunthathiyar Odai Main Street 3(123015L015),Arunthathiyar Odai Street 3(123015R088),Arunthathiyar Odai Street 4(123015R089),Arunthathiyar Odai Street 6(123015S081),Lf Road 38 (123019R166),Lf Road 39 (123019R167),Mgr Colony (123019S184),Kannnikalipuram Main South Street 5 (123018R192),Kannnikalipuram Main South Street 1 (123018L050),Kannnikalipuram Main South Street 4 (123018S208),Kannnikalipuram Main South Street 6 (123018S211),Raja Kinatru Street (123016R126) In Gudalur Muncipality.
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Contract Value:
29.56 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
K.Vanaraj
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10.
Municipal Corporation
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Haryana
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BRR:9874323
Tender for Construction Of Street With M-40 Isi Paver Block And Drain Type-Ii From Head Of Mamta To Head Of Mahesh And Head Of Amit Rajput To Head Of Ramesh Kumar Dashmesh Nagar Khuda Khurd In Ward No-11 M.C Ambala Sadar
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Contract Value:
9.83 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
GURUKRIPA CONSTRUCTION
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11.
Nagar Palika Nigam
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Madhya Pradesh
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BRR:9874260
Fixing Of Paver Block Both Side Of Guddu Pawar To Harising At Ward No 18.
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Contract Value:
4.35 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
DAYANAND SINGH CONTRACTON
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View Tender Results
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12.
Kolkata Municipal Corporation
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West Bengal
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BRR:9873917
Tender for Improvement Of Footpath By Providing & Laying Paver Block Etc. Along Northern Side Of R. R. M. Roy Road Near Pr. No. 1 Etc. In Ward No. 121.
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Contract Value:
9.90 Lakhs
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Contract Date:
25-Mar-2026
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Contractor Name:
SARTHAK ENTERPRISE
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13.
Nagpur Improvement Trust
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Maharashtra
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BRR:9873635
Tender for Construction Of Paver Block Road In Chandrakiran Co. Op. Hsg. Society Kh. No. 20, 35/1 In Front Of Plot No. 54 To 58 Mz- Chikhali (Khurd) Under 1900 Layout Fund.
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Contract Value:
9.89 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
VISHWADEEP ENTERPRISES
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View Tender Results
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14.
Rural Development Department
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Maharashtra
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BRR:9873628
Tender for Providing And Fixing Paver Block In Ramai Nagar At Village Khairav Tq. Sindkhed Raja Dist. Buldana As Per Estimate Copy
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Contract Value:
3 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
Gulabrao Sunlal Chavan
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15.
Haryana School Shiksha Pariyojna Parishad
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Haryana
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BRR:9873429
Tender for Construction Govt School Building Ghs Bohtawas Boundary Wall And Construction Of Office Room, Library, Activity Room, Gsss Mandola, Construction Of 02 Labs Boundary Wall And Paver Block Gsss Siha, Construction Of 07 Acr, Staff Room And 03 Labs Gsss Mundi Distt. Rewari Cm Announcement
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Contract Value:
2.29 Crore
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Contract Date:
25-Mar-2026
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Contractor Name:
Sandeep Govt. Contractor
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View Tender Results
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16.
Zilla Parishad
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West Bengal
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BRR:9873196
Construction Of Paver Block Road From House Of Niranjan Talukdar To House Of Rita Talukdar At Balasi . Under Hazrahat-I Gp
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Contract Value:
3.97 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
GAUTAM TALUKDAR
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View Tender Results
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17.
Zilla Parishad
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West Bengal
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BRR:9873195
Construction Of Paver Block Road From. House Of Mani Ghosh To Pry School At Balasi Under Hazrahat-I Gp
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Contract Value:
3.97 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
ABUL KALAM AZAD
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18.
Zilla Parishad
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West Bengal
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BRR:9873194
Construction Of Paver Block Road From .House Of Mona Chowdhury To House Of Ratish Sarkar At Chhat Pakhihaga Under Hazrahat-I Gp
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Contract Value:
3.97 Lakhs
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Contract Date:
17-Mar-2026
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Contractor Name:
SAHAJAHAN HOSSAIN
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19.
Zilla Parishad
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West Bengal
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BRR:9873193
Construction Of Paver Block Road From G.P School Tohouse Of Sukaru Barman At Andaran Pakhihaga Under Hazrahat-I Gp
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Contract Value:
3.92 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
GAUTAM TALUKDAR
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20.
Zilla Parishad
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West Bengal
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BRR:9873192
Construction Of Paver Block Road From House Of Kalikumar Barman To House Of Kanak Adhikary At At Andaran Pakhihaga Under Hazrahat-I Gp
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Contract Value:
3.97 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
SABU ALAM
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View Tender Results
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21.
Zilla Parishad
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West Bengal
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BRR:9873191
Construction Of Paver Block Road From House Of Ramani Barman To House Of Ayay Bhowmick At Uttar Daibhangi Under Hazrahat-I Gp
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Contract Value:
3.40 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
ABUL KALAM AZAD
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View Tender Results
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22.
Zilla Parishad
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West Bengal
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BRR:9873190
Construction Of Cement Concrete Paver Block Road From House Of Hakim Mia To House Of Sahol Mia At Chhat Pakhihaga Under Hazrahat-I Gp
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Contract Value:
3.40 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
SAHAJAHAN HOSSAIN
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23.
Kolkata Municipal Corporation
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West Bengal
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BRR:9873007
Tender for Development Of Footpath Surface By Laying Paver Block In Place Of Ips Surface At Rajarajkrishna Street In Ward No-11 Under Br-Ii.
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Contract Value:
7.13 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
BABA 201
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View Tender Results
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24.
Kolkata Municipal Corporation
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West Bengal
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BRR:9872997
Tender for Repairing Of Ips,Cc & Paver Block Passage At Kasai Para,Tikiapara Lane & Others Area.N/H/No. I-186,P-178/A/2,H-72 Etc. In Ward No-135,Br-Xv .
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Contract Value:
2.94 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
HT CONSTRUCTION
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View Tender Results
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25.
Delhi Development Authority
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Delhi
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BRR:9872112
Development of 157.83 hect. of land in Sector 29 & 30 (Pt.) Ph-IV & V, Rohini.Sub Head :C/o Internal S.W. Drains, P/L Paver Blocks on shoulders, providing and laying of W.B.M., B.M. and B.C. on 12 m, 9 m ROW roads in Block A & B, Sector-29(Pt.) and Block A, Sector-30(Pt.), Rohini.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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26.
Urban Development Department
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Himachal Pradesh
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BRR:9871798
Tender for Construction of Repair Work At/Near Mini Secretgriate Buildning Dehra ( Laying Paver Blocks/ Dismantling Etc.) Municipal Council Dehradistt. Kangra (H.P.)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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27.
Urban Local Bodies
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Haryana
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BRR:9871679
Tender for Providing And Laying Interlocking Paver Block And Construction Of Reinforced Cement Concrete Nalah From Sanjeev Supervisor To Jai Singh Under Ward 04 Municipal Committee Naraingarh
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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28.
District Jail
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Madhya Pradesh
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BRR:9870846
Tender For Supply Of Building Materials; 1. Sand (100 cubic feet) 2. Gravel (100 cubic feet) 3. Bricks 4. Branded Cement 5. Union 2 inch 6. Iron Rebars (all sizes) 7. Iron Angles (all sizes) 8. Iron Sheets (all sizes) 9. White Cement 10. Wall Putty (per kg) 11. GI Wire (per kg) 12. Paver Blocks (per square foot) 13. Tiles (per square foot) 14. Murrum (100 cubic feet) 15. Welding Rods 16. Toilet Seat Complete 17. Western Toilet Seat Complete 18. PVC Pipe and 4-inch Tee, Clamp, Elbow, Valve, Socket 19. PVC Pipe and 2-inch Tee, Clamp, Elbow, Valve, Socket 20. PVC Pipe and 1-inch Tee, Clamp, Elbow, Valve, Socket 21. Kota Stone (per square foot) 22. All types of materials for aluminum doors and windows, and in all sizes
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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29.
Public Works Department
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Karnataka
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BRR:9868797
Paver Blocks To Bar Association.(Additional Works To New Model Court Building At Chikmagaluru Taluk & District)
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Contract Value:
27.13 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
Sunil B S
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View Tender Results
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30.
Municipal Bodies
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Odisha
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BRR:9867301
Tender for Construction Of Paver Block Road At Hatibali Sahi (From Culvert Towards Baralini Mandira), Ward No.11
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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31.
Urban Administration & Development Department
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Madhya Pradesh
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BRR:9867112
Tender for providing and Fixing Of Paver Block And Chamber At Anil Chouwdry Gali Noor Mahel Road Ward No.21 Z-02
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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32.
Municipal Corporation
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Madhya Pradesh
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BRR:9867107
Tender for 1.Providing And Fixing Paver Block At Ghaspura Abbas Tayab School Ward No.14.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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33.
Municipal Corporation
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Madhya Pradesh
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BRR:9867106
Tender for 2.Providing And Fixing Paver Block At Ghaspura Girls M. S. School Ward No.14.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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34.
Directorate Of Municipal Administration
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Maharashtra
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BRR:9866526
Construction Of Cemetery Seals, Arches, Railings And Paver Blocks Within The Limits Of Karjat Municipal Council
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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35.
Rural Development Department
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Maharashtra
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BRR:9866471
Tender for Providing Paver Block ( Internal Village Mendhapal Chauk To Malhar Chauks House) At Village Jaitane Tal Sakri Dist. Dhule
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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36.
Rural Development Department
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Maharashtra
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BRR:9866470
Tender for Providing Paver Block ( In Internal Village Mallhar Chauk To Deomadhis House) At Village Jaitane Tal Sakri Dist. Dhule
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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37.
Rural Development Department
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Maharashtra
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BRR:9866469
Tender for Providing Paver Block ( In Internal Village Ashapuri Chauk To Shimpi Samaj Chauks House) At Village Jaitane Tal Sakri Dist. Dhule.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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38.
Kolkata Municipal Corporation
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West Bengal
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BRR:9865865
Tender for Restoration Of Paver Block Footpath From 1 To 33 College St. To Be Disturbed By Kmc Lighting Dept. In Ward No-48, Br-V.
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Contract Value:
5.10 Lakhs
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Contract Date:
14-Mar-2026
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Contractor Name:
SRISHTI
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39.
Public Works Department
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Tripura
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BRR:9865592
Tender for Urgent maintenance Of Road From Dsd To Ananda Bazar Road During The Year 2024-25 /Sh:-Providing And Laying cement concrete Interlocking Paver Block Pavement At Anandabazar Market.
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Contract Value:
18.04 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
BIJESH KUMAR REANG
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40.
Public Works Department
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Tripura
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BRR:9865581
Tender for Road Development From Bipul Das House To Niranjan Malakar House At Ward No-02, Under Ambassa Municipal Council Area (L= 0.300 Km) /Sh:- Construction Of Cd, Retaining Wall & Laying Of Paver Block Etc. From Ch.0.00 Km To 0.180 Km
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Contract Value:
14.36 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
Mannapaul
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View Tender Results
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41.
Public Works Department
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Tripura
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BRR:9865580
Tender for Road Developement From Nh-8 At Dalubari To Central Crematorium Ground Via anganwadi center At Dalubari At Ward No-1 Under Ambassa Municipal Council ( Length=0.15 Km) And Road From Swapan Das House To Swapan Baidya House At Ward No-4 Under Ambassa Municipal Council ( Length=0.20 Km)/Sh:- Laying Paver Block, Road Side Drain Etc.
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Contract Value:
14.21 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
Mannapaul
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View Tender Results
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42.
Public Works Department
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Tripura
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BRR:9865579
Tender for Road Developement From Suresh Sharma House To Swapan Shil House Via Chamdra Bhusan Nath House At Bk Nagar At Ward No-4 Under Ambassa Municipal Council ( Length=0.30 Km) /Sh:- Laying Paver Block, Road Side Drain Etc
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Contract Value:
15.14 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
Mannapaul
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View Tender Results
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43.
Road And Building Department
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Odisha
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BRR:9865428
Repair Renovation Of The Academic Block Of Govt Polytechnic At Bhadrak Such As Fixing Of Paver Block On Internal Courtyard For The Year 2024-2025
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Contract Value:
24.78 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
RAJENDRA SETHI
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44.
Municipal Bodies
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Odisha
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BRR:9865415
Tender for Construction Of Paver Block Road From Hanuman Mandir Towards Manas Pattnaik House Biharipada Wno-26
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Contract Value:
13.33 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
Sashi Kumar Agrawal
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View Tender Results
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45.
Water Resources Department
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Maharashtra
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BRR:9865028
Augumentation to W.S.S. by installation of valves to rising main, construction of additional water supply well, development of Graveyard by levelling and providing peripheral paver blocks, repairs to approach roads and other miscellaneous works at new rect Affected Village Dharwada Dharwada
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Contract Value:
69.88 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
paras hemantrao malode
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View Tender Results
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46.
Rural Development Department
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Maharashtra
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BRR:9864971
Tender for Providing Paver Block And Buitification At Rajabhoj Chauk And Established Solar System At Aakhartola Gp Mundipar
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Contract Value:
5.99 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
Kaushik S Bisen
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View Tender Results
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47.
Military Engineer Services
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Rajasthan
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BRR:9864939
Tender For special Repair To Bldg No. P-18/01 To 07 (Jcos Md Accn) In Zone-I Area Under Ge Jaipur At Jaipur Mil Stn-- 1 Taking down cement plaster or cement lime plaster, any description on brick, stone walls or concrete surface of ceiling etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed 2 Raking out joints/pointing to random rubble or polygonal rubble uncoursed or brought up to courses walls or to stone on edge in floors etc built in cement or lime mortar& removing rubbish outside MoD land complete all as specified and directed 3 Demolition of cement concrete (unreinforced) in ground floors and paving n exc 15cm thickness (below or above ground level) complete all as specified and as directed 4 M&L for keyed pointing to random or polygonal rubble, uncoursed or brought upto courses inCM 1:4 on stonemasonry surfaces complete all as specified and directed. 5 M&L for rendering 10 mm thick in CM 1:6 on fair faces of brick masonry surfaces or concrete surface of wall finished even and smooth without using extra cement complete all as specified and directed. 6 M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick masonry surfaces or concrete surface finished even and smooth without using extra cement complete all as specified and directed. 7 M&L rendering 15mm thick in CM 1:4 on stone masonry surfaces or on surface other than fair faces of brick masonary finished even and smooth without using extra cement complete all as specified and directed. 8 M&L for rendering 15 mm thick in two layers, 1st layer 10 mm thick in CM 1:4 and IInd layer 5 mm thick in CM 1:4 incl mixing of WPC as per manufacturers instruction, on stone masonry surfaces or on surface other than fair faces of brick masonary, finished even and smooth without using extra cement complete all as specified and directed by Engr-in-charge.Note : WPC shall be measured and paid seperately 9 M&L rendering 5 mm thick in CM 1:3 as on concerete surface of ceilings finished even and smooth without using extra cement complete all as specified and directed . 10 M&L Dubbing out average 10 mm thick on irregular face of walls/ceiling floating/ setting coat in CM 1:4 all as specified and as directed 11 M&L for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over one coat of primer over 2mm thick wall care putty to make smooth the surfaces incl rubbing all as directed by Engineer-in- Charge. 12 M&L for complete removal of existing treatment on walls and applying two coats of oil bound distemper over one coat of primer over 2mm thick wall care putty to make smooth the surfaces incl rubbing all as directed by Engineer-in- Charge. 13 M&L for preparation of new plastered surfaces of walls and applying two coats of premium exterior emulsion weather proof paint (ready mix) of approve shade and tint using hand roller over one coat of primer over 2mm thick wall care putty to make smooth the surfaces incl rubbing all as directed by Engineer-in- Charge. 14 M&L for complete removal of existing treatment on walls and applying two coats of premium exterior emulsion weather proof paint (ready mix) of approve shade and tint using hand roller over one coat of primer over 2mm thick wall care putty to make smooth the surfaces incl rubbing all as directed by Engineer-in- Charge. 15 M&L for preparation of newly plastered surfaces of ceiling and applying two coat of oil bound distemper over 2 mm thick of wall putty complete all as specified and directed. 16 M&L for complete removal of existing treatment on ceiling and applying two coat of oil bound distemper after application of 2 mm putty and one coat of primer complete as specified and directed. 17 M&L for prepartion of keyed pointing to random or polygonal rubble and applying two coats of premium exterior emulsion weather proof paint (ready mix) of approve shade and tint using hand roller over one coat of primer complete all as specified and directed. 18 Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubish off the premises complete all as specified and directed. 19 M&L for joint free coloured non skid ceramic tiles, 7 to 8mm thick (Square/rectangular) area of each tile 0.06 sqm but not exceeding 0.11 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade over and including 15 mm thick screed bed in CM 1:6 complete all as specified and directed 20 M&L for joint free coloured non skid ceramic tiles, 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 Sqm but not exceeding 0.36 Sqm, in floors etc, set and jointed in neat cement slurry and pointed in coloured cement to match the shade of tiles, laid over and including 15 mm thick screed bed in CM 1:6 complete all as specified and directed. 21 M&L for joint free coloured non skid ceramic tiles, 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, on vertical surfaces of wall such as dado, skirting etc set and jointed in neat cement slurry and pointed in coloured cement match the shade of tiles over and including 10 mm thick wall plaster in CM 1:4 complete all as specified and directed 22 M&L for joint free coloured non skid ceramic tiles, 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles including 15 mm thick screed bed in cement mortor 1:6 complete all as specified and directed. 23 M&L for joint free coloured non skid ceramic tiles, 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm on vertical surfaces of wall such as dado, skirting etc set and jointed in neat cement slurry and pointed in coloured cement match the shade of tiles over and including 10 mm thick wall plaster in CM 1:4 complete all as specified and directed 24 M&L for coloured Glazed ceramic tiles 300 x 450 x 7mm thick on vertical surfaces such as skirtings, dados and risers to steps etc,. set and jointed in neat cement slurry and pointed in white or coloured cement to matchthe shade of tiles over and including 10mm thick rendering in CM 1:4 complete all as specified and directed . 25 Demolition of stone slab and tiles of any description or thickness in floor aprons etc laid beded and pointed in any mortar complete all as specified and directed . 26 M & L for 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking plat forms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite laid over 15mm thick screed bed in CM 1:4 complete all as specified and directed. 27 M&L 18-20 mm thick kesaria Green marble (table rubbed & polished) in cooking platforms & edges in and like in CM 1:4 incl pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade complete all as specified and directed . 28 M&L for 20mm marble slab (machined polished) as in verticalpartitions, below kitchen cooking plat form and raised platform of kitchen complete all as specified and directed . 29 M & L 25 mm thick PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in floors complete all as specified and directed. 30 M&L 15 mm thick screed bed or bedding layer in cement mortar 1:6for laying floor finishes /tiles /kota stone etc complete all as specified and directed. 31 M&L for machine cut kota stone slab flooring 20-25mm thick of size 550 x 550 mm in floor over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and granite polishing complete all as specified and directed . 32 M & L Machine cut kota stone slab flooring 20-25mm thick in single piece fixed in cupboard partion including rubbing and polishing complete all as specified and directed. 33 M & L machine cut kota stone slab 20-25mm thick on vertical surface of wall, riser, steps, skirting, dado and pillar etc laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab over and including 10 mm thick cement plaster in CM 1:4 including rubbing and polishing complete all as specified and directed 34 M&L for Rounding to edges of stones slabs one edge, such as in steps, cooking platform and other similar situations complete all as specified and directed. 35 S & F in repair 18 mm thick WPC board one side white laminate and other side decorative as in kitchen cabinetsfixed with minifix hardware where ever required including edge band 22 mm wide 0.80 m thick of matching colour on exposed surfaces of board fixed with polymaster adhessiveincluding trimming edges of edge band to true line of thicknesss of board by manual trimmer complete all as specified and directed. 36 S & F in repair 8 mm thick WPCboard one side white laminate and other side undecorative as in back of kitchen cabinets complete all as specified and directed. 37 S & F kitchen plain baskets of stainless steel size 17 x20 x 4 of grade SS-304 complete all as specified & directed.Make : Godrej, Hettich, KAFF 38 S & Fkitchen prerforated cutlery baskets ofstainless steel size 17 x20 x 4 of grade SS-304 complete all as specified & directed.Make : Godrej, Hettich, KAFF 39 S & Fkitchen cup & saucer baskets of stainless steel size 17 x20 x 4of grade SS-304complete all as specified & directed.Make : Godrej, Hettich, KAFF 40 S & Fkitchen plate baskets of stainless steel size 17 x20 x 6 of grade SS-304 complete all as specified & directed.Make : Godrej, Hettich, KAFF 41 S & Fkitchen grain baskets of stainless steel size 17 x20 x10 of grade SS-304 complete all as specified & directed.Make : Godrej, Hettich, KAFF 42 S & F stainless steel basket guide channels suitable for running basket as mentioned in items above of grade SS-304 complete all as specified & directed.Make : Godrej, Hindware, Lifetime, Hettich 43 S & F auto close hinges, stainless steel of grade SS-304, bright finish fixed complete all as specified.Make : Godrej, Hindware, Lifetime or equivalent 44 S & F stainless steel handles of size 100 mm fancy type of approved make complete all as specified & directed.Make : Godrej, Hindware, Lifetime or equivalent 45 S&F in repair sinks made of stainless steel 18 guage of grade SS-304, kitchen or labortory with plugs, washers and wastes pipe and coupling including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to ipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete all as specified and directed. 46 Taking up or down 15mm steel tubing and connections including cleaning and refixing old steel tubing and connections in new or old positions (walls, ceiling and floor etc) incl new fittings complete all as specified and directed. 47 Taking up or down 20mm steel tubing and connections including cleaning and refixing old steel tubing and connections in new or old positions (walls, ceiling and floor etc)incl new fittings complete all as specified and directed. 48 S&F in repair 15 mm dia steel water tubing, galvanized, medium grade, with all fittings, fixed to walls and ceiling or laid in floor including taking down old complete all as specified and directed. 49 S&F in repair 20 mm dia steel water tubing, galvanized, medium grade, with all fittings,fixed to walls and ceiling or laid in floor including taking down old complete all as specified and directed. 50 S&F in repairs 15 mm bore bib tap, fancy type, chromium plated cast copper alloy with cruth or butter fly handle, long body, screwed down, screwed for iron pipe or brass ferrule and fixed complete all as specified and directed. 51 Supply only pillar taps 15mm bore swan neck cast coper alloy CPfancy type, with crutch or butterfly handle, screwed down, screwed for iron pipe or for union complete all as specified and directed. 52 S&F in repair brass CP towel rail 20mm dia, D type 60 cm long between flanges complete all as specified and directed. 53 S&F in repair double soap dish, CP brass R typefixed to plugs with chromium plated brass screws complete all as specified and directed.. 54 S&F in repair brass chromium plated shower rose 125mm x 125 mmsize with or without swivel joints, including fixing to steel pipe or union complete all as specified and directed. 55 S&F in repair 15mm bore stop/angle valves, cast copper alloy, fancy type, chromium plated, screwed down high pressure with crutch or butterfly handle screwed for iron pipes or for unions and fixed complete all as specified and directed. 56 S&F in repair PVC Connections 15mm size, 450mm long with PTMT nuts complete all as specified and as directed. 57 S&F in repair 20mm bore gun metal gate valve, screwed down high pressure with iron wheel head screwed both ends for iron pipe or for union complete all as specified and directed. 58 S & F in repair 15mm bore wall mixer, brass, chromium plated, fancy type, 3-in-1 for mixing hot & cold water, with L-bend pipe for connection to overhead shower, bright finish with three joints screwed the ends for iron pipeand plugging complete all as specified and directed. 59 S & F in repair 250 mm corner glass shelf with brass brackets incl chromium plated brass screws complete all as specified & directed. 60 S & F in repair vitreous china squatting pan, Orissa pattern, size 580 mm X 440 mm white with ‘P’ or ‘S trap, front or back inlet and integral foot rests, any pattern and including fixing bolt, connector to flush pipe, lime concrete bedding and making connections to flush pipe, connector to branch pipe and anti syphonage pipes etc. including sealing the joints and making leak proof using sealant complete all as specified and as directed. 61 S&F in repairs vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe), including plastic water closet seat, black, closed pattern with flat bottom and cover and mild steel chromium plated or aluminised hinging device and connection to drain (or out going pipe) and to flushing pipe etc. incl trap set in cement concrete complete all as specified and directed. 62 S&F in repairs PVC valveless, syphonic action type flushing cistern, low level, 10 ltr capacity, white, with intel, ball valve, float and handle including brakects, 32 mm dia polyethylene of low or high density or PVC flushing pipe and connections to pipes and fixing of chain and pull, or lever, if any complete all as specified & as directed. 63 S&F as in repair 15 mm bore two way bib tap, cast copper alloy chromium plated, fancy type with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and directed. 64 S&F in repair Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified and directed. 65 S&F in repairs vitreous china wash hand basin white flat back of size 550 x 400 mm excluding taps, waste pipe, chain & plug and porcelene stopper but including brackets /fastners, 32mm dia brass chromium plated waste coupling with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed, cutting for and pinning in ends of brackets, including fixing of pillar tap complete all as specified and directed. 66 S& F 32 mm bore PVC waste pipe 75 cm long of approved make with 32mm dia connector suitable for WHB/sink complete all as specified and directed. 67 Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing dressed stone work and precast concrete articles complete all as specified and directed. 68 M&L for brick work with sub-class B bricks (old size), straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed 69 M&L for brickwork with subclass ‘B’ bricks (old size), straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:6 complete all as specified and directed. 70 M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed. 71 Dismantling of 100mm bore cast iron soil/ waste pipe alongwith fittings and accessories jointed in cement mortar and taking out from walls, floors or fromtrenches, if required complete all as specified and directed. Note : The length shall be measured along the centre line including fittings and accessories). 72 Dismantling of 75mm bore cast iron soil / waste pipe alongwith fittings and accessories jointed in cement mortar and taking out from walls, floors or fromtrenches, if required complete all as specified and directed. Note : The length shall be measured along the centre line including fittings and accessories). 73 S&F 110 mm UPVC(SWR) ventilation and rain water pipes (type A conforming to IS-13592) single socketed, in any length with rubber ring joints fixed to wallls with suitable size clamp complete all as specified & directed. 74 S&F 110 mm bore UPVC (SWR) drainage pipes (type B conforming to IS-13592) single socketed in any length with rubber ring joints fixed to wallls with suitable size clamp complete all as specified & directed. 75 S&F 110 mm bore UPVC (SWR) drainage pipes (type B conforming to IS-13592) single socketed in any length with rubber ring joints laid in trenches or floors complete all as specified & directed. 76 S&F 75 mm bore UPVC (SWR) drainage pipes (type B conforming to IS-13592) single socketed in any length with rubber ring joints laid in trenches or floors complete all as specified & directed. 77 S&F 75 mm bore UPVC (SWR) drainage pipes (type B conforming to IS-13592) single socketed in any length with rubber ring joints fixed to wallls with suitable size clamp complete all as specified & directed. 78 S&F 110 mm dia UPVC (SWR) junction single (Single Tee with access door) equal or unequal complete all as specified and directed. 79 S&F 110 mm dia UPVC (SWR) bends any radius with access door complete all as specified and directed. 80 S&F 75mm dia UPVC (SWR) junction single (Single Tee with access door)equal or unequal complete all as specified and directed. 81 S&F 75mm dia UPVC (SWR)bends any radius complete all as specified and directed. 82 S&F 75 mm UPVC (SWR) vent cowl complete all as specified and directed. 83 S&F 110 mm UPVC (SWR) vent cowl complete all as specified and directed. 84 S&F in repair PVC (SWR) 75 mm dia of outlet nahani trap/floor trap with grating including jointing with solvent cement complete all as specified and directed. 85 S& F in repair PVC (SWR) gully traps of size 125/110 setting and jointing with solvent cement complete all as specified and directed. 86 S & F in repair MS CP Grating doom 100 mm dia with or without waste hole complete all as specified and directed. 87 S & F in repair 500 Ltrs capacity rotational moulded polyethylene water storage tanks double layered (cylindrical vertical with closed top) hoisted and fixed in position & making necessary arrangements for fixing inlet, outlet & over flow pipe & provision of wash out pipe etc incl 20mm dia ball valve high pressure of PTMT with polythene flynut and aluminium rodincl dismantling of old tank all as specified in SSR Part I complete all as specified and directed by Engineer-in-Charge. 88 Taking down shutters of any description exceeding 1 sqm and n.exc 2 sqm each and refixing after easying in the same opening complete as directed and specified. 89 Taking down chowkats or frames not exceeding 1.5 Sqm each with shutter (without taking off shutter from the frame) and removing from site complete all as specified and directed. 90 Taking down chowkats or frames exceeding 1.5 Sqm but not exceeding 4 Sqm each with shutter (without taking off shutter from the frame) and removing from site complete all as specified and directed. 91 Taking down shutter of any description exc. 1 sqm but n.exc 2 sqm each and removing from site complete all as specified and directed. 92 S&F 100x75mm, rebated, karoli stone chowkats with exposed faces close picked dressed, including 4 bolt holes `per upright, erected in position and bedded and pointed in lime mortar 1:3 or cement mortar 1:6 complete all as specified & directed. 93 S&F 125x75mm, rebated, karoli stone chowkats with exposed faces close picked dressed, including 4 bolt holes `per upright, erected in position and bedded and pointed in lime mortar 1:3 or cement mortar 1:6 complete all as specified & directed. 94 S & F for Solid wood grain printed PVC sheetdoor frame of size 50mm x 95mm made by joining 3nos. Heat bent PVC Sheet `C Channel of 5mm thickness of sizes 35mm x 30mm x 25mm & 40mm x 35mm x40mm & 25mm x 30mm x 35mm using solvent cement. The two side `C Channel shall be reinforced with M.S. tube of size 19mm x 19mm. All the three `C channel Shall be fixed to flat base of 5mm PVC sheet with solvent cement. The profile shall be mitre cut at two corners and joined by inserting 4nos. 150mm long brackets of 15x15mm M.S. Square tube inside the 19mm x 19mm square tubes & remain each of then with four screws as indicated in the drawing. 95 S&F for 35 mm thick Factory made solid EPS core PVC Moulded Door shutter, 28 to 30 mm thick (stiles), with 2, 4 or 6 raised panel design, consisting of frame made out ofMS tube 20 mm x 40 mm. The core panel shall consist of 25 mm thick high density EPS routed with design, sandwitched in between front side moulded prelam 2 mm thick Moulded PVC sheet on one face and 2 mm PVC sheet on other side. The shutter on all edges to be sealed with lipping of 10 mm (5mm x 2) thick x 25 mm wide PVC sheet on other side & 60 mmwide PVC sheet for lock lock rail side . the lipping shall be bonded to the 2 mm moulded / plain PVC sheet with solvant cement asas specified and shown in SSRand Particular specification & as directed. Note :- .(i) The PVC doors shall be fixed as per manufacturers instructionsand as directed 96 S & F 35mm thick flush shutters solid core construction with block board and plywood face panels,fixedwith approved adhessive incl lipping all round the edges of door as per manufacturers instructionscomplete all as specified and directed. 97 M&L for decorative laminate type-I, 0.9 mm thick, colour and pattern as approved fixed as in door shutters complete all as specified and directed. 98 S & F 35mm thick second class hardwood factory made glazed and skeleton door shutters open rebated of second class hard wood rail and styles(Hollock), prepared to receive glass/gauge etc divided into square , with plain, chamfered or rounded, mitred and rebated sash barsany numbers ,fitted with cut and mitred beads for securing glass/gauge etc. The size of rails & style as specified in SSR Part-I (2009) section 8 and as per IS-1003(Part-I) kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401 complete all as specified and directed. Note :-Glass/gauge shall be measured and paid for separately 99 S & F 35mm thick factory made partly gauzed and partly panelled skeleton door shutters open rebated of second class hard wood rail and styles(Hollock), prepared to receive glass/gauge etc without sash bars, edges of framing plain chamfered or rounded, fitted with cut and mitred beads for securing glass/gauge etc. The size of rails & style as specified in SSR Part-I (2009) section 8 and as per IS-1003(Part-I) kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401 complete all as specified and directed. Note :- Supply of glass/gauge shall be measured and paid for separately 100 S&F stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples in window or door complete all as specified and as directed. 101 S &F Framed work such as door frame, grills, gratings, etc., with ends of bar shoulder &/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks with Angle, MS sheet Flat iron & similar work conforming to Fe 290 GDE -E-165complete all as specified and directed. 102 S & F SS(SS-304) butt hinges 150 mm size heavy weight and fixed complete fixed in stone choukats all as specified and directed. 103 S & F MS butt hinges 100mm size cold rolled medium weight and fixed complete all as specified and directed. 104 S & F 250 mm long SS sliding door bolt with hasp, staple (bolt type) not less than 12 mm dia with & minimum of 6 bolts & nuts , 4 on bolt plate & 2 on staple plate complete all as specified and directed. 105 S & F 150mm size SS (grade-304) handles, cast moulded type fixed with screws complete all as specified and directed. 106 S & F SS (grade-304) barrel tower bolts not less than 12 mm dia of extruded section, 200mm long complete all as specified and directed. 107 S & F 75 mm long door stopper of stainless steel body with two number rubber shoes complete all as specified and directed. 108 S & F MS Helical door spring 150mm long including roller and roller plate complete fixed to angle iron chowkats as directed and specified. 109 S & F in repair pressed steel factory made cupboard shutter with frame of 1.25 mm thick and shutter 1 mm thick PBI sheet with 6 nos 3.15 mm thick and 100 mm long steel hinges, godrej patern locking arrangement incl 12 mm dia vertical rod incl spray painting in factory in wood finish pattern complete all as specified and directed 110 S&F in repair 25 mm dia SS (grade 304) drapery/curtain rod medium weight incl taking down old one with finials, brackets etc complete all as specified and directed 111 S&F SS (grade-304)brackets/ end brackets for holding 25mm dia drapery rod complete all as specified and as directed. 112 S&F SS (grade-304) Finials, fancy type of approved make and pattern suitable for 25mm drapery rod complete all as specified and directed. 113 M&L for prearation of new or previously untreated steel and iron surface of any description, over 10cm in width and girth not otherwise described and applying two coat of synthetic enamel paint over one coat of red oxide (zinc chrome) primer complete all as specified and directed. 114 M&L for preparation of new wooden or wood based surfaces of any description, not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed. 115 M&L for preparation of old painted wooden or wood based surfaces of any description not otherwise described over 10 cm in width or girth and applying two coat of synthetic enamel paint complete all as specified and directed. 116 M&L providing cement concrete type B-1, 1:2:4 (using 20 mm graded aggregate) in lintels up to 1.5m clear span, cills, bed plates,coping, kerbs water trough & the like including weathering, slightly rounded or chamfered angles & throating complete as specified and directed 117 Demolition existing water proofing treatment includingPCC in roof covering/padding kerbs, roof kerbs, benching, coved fillets etc including old decayed water proofing treatment of any type upto mother slab of roof complete as specified and directed.incl removal all rubbish material outside of MoD Land 118 M&L for surface preparation by removal of all loose particle to ensure clean, smooth and dry surface and laying average 40mm thick PCC 1:2:4, type B-0 (using 12.5 mm graded stone aggregate)finished even & fair to cover negative slope complete as specified and directed 119 M&L screed plaster 10mm thick in cement mortar (1:4) on concrete surfaces of roof to receive water proofing treatment and finished the surface even and fair incl mixing of WPC as per manufacturers instruction complete all as specified and directed.Note:- water proofing compound paid seperately as supply only 120 Supply only integral water proofing compund ISI marked complete all as specified and directed. 121 Supply and laying water-based, single component UV resistant, elastomeric PU liquid water proofing coating, having SRI >109 with an elongation of >400% and tensile strength of 1.4 MPa as per ASTM D 412, 80 % Solid Content, shore A Hardness of min. 50 as per ASTM D 2240 using roller in four layer (Primer coat,First coat, Fibre reinforce mesh & final coat) providing 1.2 mm DFT as per manufacturers specifications and instruction complete all as specified and directed. Application:- (a) Surface to be treated shall be free from loose particle etc then apply first coat of liquid water proofing as a primer on the surface with diluting as per manufacture instruction and allow the surface to dry for min 10-12 Hr time period. (b) Apply Second coat of Liquid water proofing without dilution on the primed surface and allow time to dry the surface for min 10-12 hr. (c) Apply Fibre reinforce mesh as per manufacturers instruction (iii) Applying third coat of liquid water proofing without dilution over the fibre rei coat and Allow minimum 48 hours before subjecting the painted surface to service.Note : (i) Work shall be carried out through authorized applicator of manufacturers only(ii) Material shall be used as per technical data / instruction of manufacturer after written approval of garrison engineer before execution at site and contractor shall submit guarantee of roof treatment work for TEN years Make:- Asian Paint : PU Aqua, M/s STP LTD-Shaliurethane BTD, Berger : Elastoseal BTD, Fosroc : Nito proof as approved by GE 122 M & L for 75mm thick PCC 1:3:6 , type C-2 using 40 mm graded stone aggregate as in plinth protection laid in slope in 1:30 in alternative bays not exceeding 3 mtr in length.Exposed surfaces finished even and smooth without using extra cement including raking out joints between panel to panel and panel to wall and plugging the same with bitumen mastic using bitumen and sand mixture in 1:3 complete all as specified and directed. 123 M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. 124 S&F in repair 600 x 450mm bevelled edge mirror 5.5mm to 6mm thick selected quality glass flaw less,firmly mounted on 6mm thick commercial ply wood backing and fixed to wooden plug with chromium plated brass screw and cup washer complete all as specified and directed. 125 S & F in repair stainless steel kitchen plate rack of approved quality of overall minimum size 750 x 600 x 250mm with partitions for small/ large plates etc made out of stainless steel 24 gauge, fixed with rawl plug and CP steel screws complete all as specified and directed. 126 M&L Mild steel TMT bars 6 to 8mm dia, cut to length, bent to shape requried, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. 127 ,---ditto--- all as per item No. 126 above but TMT bar 10 mm dia & over complete all as specified and directed . 128 M & L for providing precast cement concrete type B1 1:2:4 (using 20mm graded aggregate) in landing, cover slab (for man hole etc) chullah hood, chajjas, water troughs, mangers, shelves and similar articles with plain faces incl form work set in cement mortar 1:6 complete all as specified and directed. 129 Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description andin any positionnot otherwisespecifically provided for complete all as specified and directed. 130 M&L form work to chullah hoods, chajjas, troughs and similar items including edges finish with rough finish surface complete all as specified and directed. 131 M&L for RCC (nominal mix) 1:1.5:3 Type A1(using 20 mm graded stone aggregate ) as in Chhaja, roof projections etc.complete all as specified & directed.Note :- Reinforcement shall be measured and paid for separately. 132 Dismantling plain or corrugated steel / FRP sheeting any gauge, thickness complete all as specified and directed. 133 Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed. 134 S & F steel work in tubular trusses incl special shaped washer etc, complete using ERW or induction butt welded tubes conforiming to IS 1161-1979 graded St-240 complete all as specified and as directed. 135 S&F Mild Steel work in roof trusses (framed), trussed, purlins, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to Fe 410-W (Gde E-250) qulaity A including fabrication, erraction and fixing complete all as specified and directed. 136 S&F pre painted galvalume aluminium zink coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws and washers complete all as specified and directed. 137 M&L for 100 mm thick cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base complete all as specified and as directed. 138 M & L rubber moulded machine pressed precast concrete interlocking paver block, coloured, any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, with coloured cement and pigment laid over and incl 25mm thick sand cushion layer complete all as specified and as directed.Note : Sand for cushioning shall be included under quoted rates. 139 M&L for precast cement concrete 1:3:6, type C1 (using 20mm graded stone aggregate) solid blocks, exc 10 cm in width as in kerb stones and setting in cement mortar 1:4 incl necessary earthwork complete all as specified and as directed. 140 M&L for powder coated (minimum thickness of powder coating 50 micron) anodised aluminium frame for doors, windows, ventilators, Partition section with one or more rebates including joining cleat for fixing etc. complete all as specified and directed. 141 S&F Powder coated anodised aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge 142 S&F Galvanised mild steel cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples in window or door complete all as specified and as directed. 143 S &F 4.8mm thick tinted glass ordinary quality and fixed in aluminium beads in sqaures not exc 0.5 sqm in each pane complete all as specified and directed. 144 S&F powder coated (thickness not less than 50 micron) aluminum grill 6-8 mm thick of approved design aperture size 50mmx50mm of standard sections including F type aluminium snap beading screw complete fitted to aluminium frame section complete all as specified and directed. 145 Excavation in trenches not exc 1.5m wide and n exc 1.5m in depth, for foundation, etc or for shaft , wells, cesspits, manholes, pier holes, etc n. exc 10 Sqm on plan and not exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and directed. 146 ,---ditto--- all as per item No. 145 above but depth exc 1.5m but not exc 3m complete all as specified and directed. 147 Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm in soft/ loose soil complete all as specified and directed. 148 Removing excavated material n.exc 50m & depositing where directed at a level n.exc 1.50m above the starting point in soil complete all as specified and directed. 149 Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) 150mm dia set in cement mortar complete all as specified and directed. 150 Supply & laying DWC pipe (Double wall corrugated ) of class SN-4, IS-16098 (Part –II) of size internal dia of 150 mm, laid in trenches and jointed complete with coupler, bend, Tee, reducer etc complete all as specified & directed .Note :Earth work shall be measured and paid seperately 151 Taking down carefully surface aluminum /copperpoint wiring, casing capping /PVC concealed conduit for (light, fan, socket, bell or power) including fixture and fittings such as switches, ceiling rose, regulators, sockets, light fittings etc and making good disturbed surfaces complete all as specified and directed. 152 Taking down MCB distribution board with incoming and outgoing controls any make and capacity after disconnecting complete all as specified and directed. 153 Taking down light fittings of any type any make any capacity complete all as specified and directed. 154 Taking down carefully sub main wiring with PVC casing capping / PVC surface conduit and making good disturbed surfaces complete all as specified and directed. 155 M&L for point wiring with 1100 volts grade PVC insulated FRLSH multistranded copper conductor cable, single core, 1.5 sqmm (Phase - Red, Neutral - Black) and earth continuity conductor 1.5 sqmm (Green) drawn into and including concealed rigid non metallic PVC conduit medium grade of size not less than 20mm dia ISI marked ivory colour with all conduit fittings / fixing accessories concealed in wall/ roof/floor incl modular sunken GI metal boxes not less than 1.0mm thick moulding in wall and incl white modular cover plates with frame for mounting modular switches, sockets, fan regulators etc as required for one light /fan point controlled by one, one way switch 6 Amp complete all as specified and directed. 156 ,---ditto--- all as per item No. 155 above but for one bell point controlled by one bell push complete all as specified and directed. 157 ,---ditto--- all as per item No. 155 above but for one light point controlled by two, two way switch complete all as specified and directed. 158 ,---ditto--- all as per item No. 155 above but for one 3 pin 5 Amp socket outlet controlled by one switch on same board complete all as specified and directed. 159 ,---ditto--- all as per item No. 155 above but for one 3 pin 5 Amp socket outlet controlled by one switch on indepdendent board complete all as specified and directed. 160 M&L for point wiring with 1100 volts grade PVC insulated FRLSH multistranded copper conductor cable single core, 4 sqmm (Phase - Red, Neutral - Black) and earth continuity conductor 4 sqmm (Green) drawn into and including concealed rigid non metallic PVC conduit medium grade of size not less than 20mm dia ISI marked ivory colour with all conduit fittings / fixing accessories concealed in wall/ roof/floor incl modular sunken GI metal boxes not less than 1.0mm thick moulding in wall and incl white modular cover plates with frame for mounting modular switches, sockets, fan regulators etc as required for one 3 pin, 15amp socket outlet on independent board complete all as specified and directed. 161 S&F modular switch,6 Amps, one way, 240 volts, 1 module complete all as specified and directed. 162 S&F modular switch, 6 Amp, two way, 1 module AC 240 volts complete all as specified and directed. 163 S&F modular switch 16 Amps, one way, 240 volts, 1 module complete all as specified and directed. 164 S&F modular bell push, 6 Amp, 1 module complete all as specified and directed. 165 S&F modular socket, 6 Amps, 2/3 pin combined, 2 module AC 240 volts complete all as specified and directed. 166 S&F modular socket, 6/16 Amps, 2/3pin combined, 2 module AC 240 volts complete all as specified and directed. 167 S&F modular hum free electronic step fan regulator 120-280 volts of 120 watts capacity (socket type) including connecting up complete all as specified and directed. 168 S&F ceiling rose PVC polycarbonate isolated body, 3 terminals 230 Volt complete all as specified and directed. 169 S&F ceiling fan 1200mm sweep 50 Hz AC 230 votls, 5 star rated in white colour with BLDC fan motor, Min air delivery 210 CFM with service value 6.00 BEE, incl blade set, 0.45 mtr down rod, canopy set, rubber reel including 0.5 Sqmm three core PVC insulated flexible copper conductor multistranded wire from fan motor to ceiling and writing MES No. on fan body as required complete all as specified and directed. 170 M&L for sub main wiring with four run of 10 Sqmm single core, PVC insulated, unsheathed, FRLSH multistranded copper conductor cable alongwith one run of 10 Sqmm earth wire as earth continuity conductor (Phase-Red, Neutral-Black, Earth-Green) drawing into and including concealed rigid non-metallic PVC conduit of 20mm dia, ISI marked, ivory colour with fitting / fixing accessories of suitable size as required including making connection as required complete all as specified and directed. NOTE - Four run of 10 sq.mm phase and neutral wire, One run of 10 sq.mm earth wire & One run of PVC conduit with accessories shall be measured as One length. 171 M&L for sub main wiring with two run of 6 Sqmm single core, PVC insulated, unsheathed, FRLSH multistranded copper conductor cable alongwith one run of 6 Sqmm earth wire as earth continuity conductor (Phase-Red, Neutral-Black, Earth-Green) drawing into and including concealed rigid non-metallic PVC conduit of 20mm dia, ISI marked, ivory colour with fitting / fixing accessories of suitable size as required including making connection as required complete all as specified and directed. NOTE - Two run of 6 sq.mm phase and neutral wire, One run of 6 sq.mm earth wire & One run of PVC conduit with accessories shall be measured as One length. 172 S&F MCBs Distribution board SPN, 8 ways, powder coated CRCA steel sheet, degree of protection IP-43, IK-09 with reversible double door, 240V, recess mounted having insulated 200 amp tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, blanking plate in unused spaces as required, ISI marked including required wiring connections with copper lugs of suitable size provided in MCB DBs incl taking down old U/S DB complete all as specified and directed.Note : MCBs and MCB DB shall be of the same make. 173 S&F MCBs of B curve, single pole 6 to 32 Amps having breaking capacity 10 KA, ISI marked, 240Voltsincluding required wiring connections with copper lugs of suitable size provided in MCB DBs incl connection testing and commissioning complete all as specified and directed. 174 S&F MCBs of B curve, Double pole 10 to 32 Amps having breaking capacity 10 KA, ISI marked, 240Voltsincluding required wiring connections with copper lugs of suitable size provided in MCB DBs incl connection testing and commissioning complete all as specified and directed. 175 S&F LED batten (1.2M) made of CRCA sheet housing with a PC glossy diffuser duly prewired connection having a nominal system lumen output of 2000 lumens at a minimum system efficiency of 105 lumen per watt and total power consumption not more than 20 watt including driver.It has a rated system life time of 40000 burning hours at L70 and should have a colour temperature of 6500K, CRI>80, THD<10% and PF>0.95 complete all as specified and directed.Make - Philips Cat part BN308C LED20S-6500 L120 PSU WH, Crompton Cat part CIS-305-40-57-SL-DP-NWH, Havells Cat no STOUTPLUS600BS20WLED840SPCWH. 176 S&F LED batten (0.6m) made of CRCA sheet housing with a PC glossy diffuser duly prewired connection having a nominal system lumen output of 900 lumens at a minimum system efficiency of 115 lumen per watt and total power consumption not more than 10 watt including driver.It has a rated system life time of 40000 burning hours at L70 and should have a colour temperature of 6500K, CRI>80, THD<10% and PF>0.95 complete all as specified and directed. 177 S&F LED bulk head light fitting 9 watt IP 66 & IK 09 with with pressure die cast aluminium housing & polycarbonate diffuser duly prewired connection with 0.75sqmm PVC insulated & sheathed three core flexible multi stranded copper conductor cable complete all as specified & directed. 178 M & L Sand cushioning to under ground cable with screened and washed sand (non cohessive), 8 cm before laying cable and 15cm after laying and punned to 18cm after laying of cable complete all as specified and directed by Engineer-in-Charge.Note : Punned thickness shall be considered for payment purpose. 179 M&L for factory made unreinforced pre-cast concrete cable protection cover LV class type-I with size 250mm X 150mm X 40mm laid across the cable (i.e. width of cover along the length of cable) for UG cable protection on the top of the sand cushioning complete all as specified and directed. 180 S & F in repair 50 mm bore GI tubing light grade with all fittings, fixed to wall/ pole with suitable size MS clamp, nut, bolt, washer etc or laid under road crossing etc as reqd for protection of cable incl painting with two coats of aluminium paint over a coat of red oxide primer complete all as specified and directed.Note : Cost of MS clamp, nut bolt, washer and GI fittings etc shall be inclusive in the quoted rates. 181 Dismantling and taking out UG cable any size and fixed in any position and removal from site complete all as specified and directed. 182 Supply, laying, jointing, testing & commissioning LT under ground cable XLPE insulated, screened PVC sheathed, galvanised steel strips or wire armoured, heavy duty electric cable with multi stranded aluminium conductor, 1100 volts grade cross sectional area 16sqmm, 2core confirming to IS:7098 (part-I), laid in trenches, ducts, pipes or fixed on poles or walls including all necessary clamps, nut, bolt, washers, saddle etc complete all as specfied and directed.Note : The cost of AI thimbles / lugs and cable gland etc is included in quoted raes. 183 M&L for earthing complete with galvanized steel earth plate electrode of size 60cmx60cmx6.0mm buried directly in ground, vertically to depth not less than 2.25mtr below normal ground level with top edge of the earth plate at depth not less than 1.5 metre below ground level surrounded from all sides with alternate layers of charcoal and common salt and connected to GI lead wire 4.0mm dia by means of GI bolts, nuts washers & check nuts electrode connected to main switch board or main control board or on poles or on transformer and GI pipe medium grade 20mm bore for watering, 40mm bore GI pipe medium grade for protection of GI wire upto test point including providing funnel and wire mesh GI frame and 10cm thick suitably reinforced RCC pit cover, PCC chamber pit with PCC (1:3:6) type C2 using 40mm graded stone aggregates complete including excavation and earth work in any type of strata, disposal of surplus soil to a distance not exceeding 50 mtr, all as specified ans shown in Electrical plate No. 3 of SSR Part-1, PCC pit shall be provided at least 50 cm away from the earth pit and not just on earth pit including testing on completion complete.(Note - GI lead wire size 4.0mm upto 7.5 m included in the item). 184 S&F in replacement fresh air fan of sweep 200 mm, made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50 Hz, 1200 RPM, copper winding incl making connections complete all as specified and directed. Note : Old U/S plastic fresh air fan shall be deposited to MES store yard 185 Taking down carefully exhaust fan 300mm sweep, metal body with louvers, fan motor and accessories complete and including minor repair and refixing the same after repairing at new or old location complete all as specified and directed. 186 Taking down carefully storage type water heater (geyser) 25 ltr capacity, any make, from clamp/bolts including disconnecting water and electric connection and re fixing the same and connecting up after cleaning of geyser and minor repair and replacement of damaged PVC connection, plug top etc complete all as specified and directed. 187 S & F in repair 20amp, single pole and neutral socket outlet, with 2 pole and earth, metal enclosed plug top in powder coated CRCA steel sheet enclosure recess mounted with chained matel cover for socket out let with and incl one single pole B curve MCB 20 Amps complete all as specified and directed. 188 M&L for clamp and back plates fabricated from steel sections conforming to Gde Fe 410-O or Fe 310-O including nuts, bolts, washer, drilling holes for bolts in any shape or size for fixing ceiling fan complete all as specified and directed. 189 M&L for taking out ceiling fan 1200/1400mm sweep 50Hz AC 230 volts, dismantling fan blade and refixing the same including minor repair and replacement of fan blade, down rod, nut, bolt and washer including 0.5sqmm thre core PVC insulated flexible copper conductor multistranded wire from fan motor to ceiling as required and writing MES No. on fan body complete all as specified and directed.Note :Material reqd for repairing shall be paid seperately as supply only 190 M&L for rewinding the motor of ceiling fan 1200/1400 mm of any type and make with super enamelled copper wire of existing gauge of approved quality including overhauling and minor repairs for satisfactory operation, testing for the original speed & consumption complete all as specified and directed. 191 Supply only ball bearing no- 6201 to 6204 for ceiling / exhaust fan etc. of any size and make as required with alignment of shaft and testing complete all as specified and directed. 192 Supply only AC film capacitor 2.5 mfd, 440 volts suitable for any type ceiling fan in FR plastic casing including connection complete all as specified and directed. 193 Supply only shaft of approved quality for ceiling fan / exhaust fan any make any type & size as required complete all as specified and directed. 194 M&L for painting of ceiling fan of any sweep and make with one or more coats of spray painting with best quality enamel paint of required colour and approved brand to give an even shade and polishing with rubbing compound and wax polish including cleaning of surface with detergent etc complete all as specified and directed. 195 Supply only rubber reel with a pair of clamp, nuts, bolts, split pins etc suitable for ceiling fan down rods of any size and make as required complete all as specified and directed. 196 Supply only PVC canopy suitable for ceiling fan of any size and make as required complete all as specified and directed. 197 Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule A/BOQ
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Contract Value:
41.52 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
Rohan Construction Company
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View Tender Results
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48.
Military Engineer Services
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Maharashtra
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BRR:9864913
Tender For Special Repair To building No 6 Rf Line Under Ge South Pune- 1 Dismantling of single layer Mangalore pattern tiles or similar tiles in roofing etc complete all as specified and directed 2 Dismantling battens for tiles shingles etc of any size including tiling fillets exc 15 cm spacing etc complete all as specified 3 Dismantling timber scantling in any position (unframed wok) exc 40sqcm in section complete all as specified and directed. 4 Dismantling timber scantling unframed in post, rafters, purlins etc under40 Sqcmin sectionand M&L for plain fillets of IInd class hard wood exc 13 but n exc 25 sqcm in section square rectangular or triangular in section secured with screwes complete all as specified and directed. 5 Dismantling of plain orcorrugated,AC, steel sheeting, any gauge, thickness in roof covering complete all as specified and directed. 6 S & Froof sheeting prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick, 150GSM of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed. 7 S & Froof sheeting prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick , 150GSM of any colour having tensile strength of 550 Mpa as in roof covering / ridgesl, fixed with self tapping screws complete all as specified and directed. 8 Supply & fixing rolled section as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates of etc. confirming to Fe-410-W (Gde-E-250) Quality-A, complete all as specified and directed. 9 M & L for Providing, cement concrete 1:2:4 type B1 using 20 mm gr aggr in roof kerbs or mud stops, rounded or chamfered on edge, concreting on walls under roof sheets etc using waste of formwork complete all as specified and directed 10 Dismantling of wrought or MS work of any description etc as directed. 11 M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 , including pintle hinges, stops, hand-made sliding bolts, etc completed all as directed by Engineer-in-charge. 12 S&F framed work ornamental steel gate of MS Square or rectangular pipe, plain sheet or other sections etc. complete drilled for fixing of steel sheeting, inclMS arrows design or any other MS designed wk and necessary welding etc of grade Fe-410-w(Gde-E-250 quality B)including fittings and locking arrangements complete incl dismantling structural steel incl doors or wrought iron work of any desc and any position, gates etc complete all as specified and directed 13 M&L for preparing new surfaces of steel over 10cm in width or girth,not otherwise described and applying two coat of synthetic enamal (ordinary tint) over a coat of red oxide primer all as specified and as directed. 14 M & L Providing and fixing Gypsum Board 12.5 mm thick in ceiling fixed with screw (as per manufacturers instructions) to Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre including Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long including two coats of oil bound distemper over primer with 1-2 mm white putty on ceiling including dismantling of existing false ceiling with gridcomplete all as specified and directed. 15 M & L for decorative POP cornices/moulding of pattern as per approved by Engr-in-charge of cross section area exc 13 Sqcm and not exc 25 Sqcm includingtwo coats of oil bound distemper over primer on ceiling complete all as specified and directed. 16 Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) incl chequered tiling and Paver blocks complete all as specified and directed. 17 M&L for 25mm thick PCC type B-0 1:2:4 ( 12.50mm graded agg) as in levelling coursecomplete all as specified and as directed. 18 M&L 75 mm thick cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as plinth protection and the like all as specified and directed. 19 M&L 75 mm thick cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in sub base as specified and directed. 20 M&L for filling joints between two panels with mix of 85/25 bitumen and sand in 1:3, complete all as specified and directed 21 Dismantling, floor, hearth or wall tiling including cement mortar bedding complete and removing rubbish off from the premises complete all as specified and directed. 22 M&L for Vitrified Ceramic tiles (light shade) 8-10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match in neat cement slurry & pointed in white or coloured cement to match laid over and including 15mm thick screed bed in CM 1:6, complete all as speicified and directed. 23 M&L for coloured glazed ceramic designed tiles satin finished with carving in vertical surface 600x 300x 7mm thick set and jointed in neat cement slurry and jointed with 3 mm spacers and ponted in colouredepoxy groutto match the colour of tiles over incl. 10 mm thick backing coat in CM 1:4 to maintaine true plumbcomplete all as speicified and directed. 24 M&L for non skid ceramic colored tiles 7 to 8mm thick (square / rectangular), area of each tile exceeding0.06 sqm but not exceeding 0.11 Sqm as in floor etc. set and jointed in neat cement slurry & pointed in white or coloured cement to match laid over and including 15mm thick screed bed in CM 1:6, inclcomplete all as speicified and directed. 25 M&L Vitrified wooden textured plank tiles matt finish,8-10 mm thick 200x1200 mm , area of each tiles in dado set and jointed in neat paste of tile adhesive laticrete,sika or equivalent make with spacers 3 mm wide and pointed inepoxy grouting incl backing coat plaster 15 mm thk in cm 1:3 complete incl taking down plastering of any type/ thickness, removing un serviceable rubbish off the MOD land complete all as specified and directed 26 Dismantling stone slabsof any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and directed. 27 S & F chequered cement concrete tile 300x300x25 mm thk set and jointed in neat cement slurry and pointed in grey cement & pigment (glossy finish/rubber moulded) over screed bed 20 mm thk in cm 1:6 complete all as specified and as directed. 28 M & L granite (Telephonic jet black) work ( table rubbed and polished )18-20 mm thick in steps,risers,jambs, pillars, window cill , cooking platform and flooring including bedding layer 15 mm thick in CM 1:6 on stone / brick masonry / concrete surfaces including pointing in white cement 1:2 using marble dust with admixture of pigment to match with shade of granite complete all as speicified and directed. 29 Rounding edges of stone slab one edge, such as in steps, cooking platform and other similar situation complete all as specified and directed. 30 M & L Machine cut cuddapah stone slabs one side polished 20 to 25mm thick set and jointed in neat cement slurry and pointed in coloured cement to match laid over and including 20mm screed bed in cement mortar (1:6) complete all as speicified and directed. 31 S&F GI tubing tubes medium grade galvanized with all fittings and fixed complete to walls and ceiling or laid in floors etc including taking up or down carefully steel tubing and connectionscomplete all as specified and directed of the following sizes :- 32 (a) 15mm bore 33 (c) 25 mm bore 34 S&F in repairs Gun metal globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified & directed of following bore of pipe :- (a) 25 mm bore 35 Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades,shelves , lintels, etc.and cutting chases for concealed water tubing/Galvalume sheet and making good, cutting not exc 10 cm girth in Stone concrete block or slab, complete all as specified and directed 36 S&F in repair vitreous china wash hand basin, white, 550x 400mm flat back including providing CI brackets, PVC waste pipe 32mm dia, waste coupling 32mm bore of CPincl 15mm bore CP fancy type pillar cock etc all as specified and directed. 37 S&F in repairs 15mm bore bib taps, brass chromium plated, cast copper alloy fancy type handle screwed down, screwed for iron pipes complete all as specified and directed. 38 S & F in repairs 15 mm bore pillar taps,fancy type 200 mmextension long neck body cast copper alloy with capstan heads, chromium plated , screwed down high pressure with long screwed shanks and fly nuts, Makr Jaquar- ORP-CHR-10021PM complete all as specified and directed. 39 S & F in repairs 15 mm chromium plated 2 way bib cock fancy type with wall flangecomplete all as specified and directed.Make Jaquar or equivalent as per directed by E-in-charge. 40 S & F in repairs 15 mm stop valves / angular stop cock, fancy type cast copper alloy chromium plated with crutch or butterfly handle, screwed down and screwed both ends for iron pipe or for unioncomplete all as specified and directed. 41 Ditto all as per item no 38 but consealed long shank complete all as specified and directed 42 S&F in repairs CP Wall mixer 3-in-1 for mixing hot & cold water screwed down for iron pipe and fixedfor 15mm bore of pipemake jaquar prime series OPP-15117 PM or equivalant complete all as specified and directed. 43 S & F in repairs 300 mm dia brass chromium plated shower rose including shower arm make- JaquarOHS-CHR-1633 or equivalentcomplete all as specified and directed. 44 S & F in repairs 15 mm bore, 600 mm long PVC connections withPTMT nuts complete fixed to iron pipe at both ends complete all as specified and directed. 45 S & F in repairs brass chromium plated Tubular towel rail 20mm dia D type 60cm long complete all as specified and directed 46 S & F in repairs Toilet paper holder with flat recessed type stainless steel Complete all as specified and directed 47 S & Fin repairs chromium plated soap dish fixed to plugs with chromium plated brass screws complete all as specified and directed. 48 S & F Towel Ringof CP fixed with and including Chromium plated brass screws and wooden/plastic cleats fixed in repairs,complete all as specified and directed. 49 S & F in repairs5.5mm thick bevelled edge mirror of selected quality glass mounted with SS round studs Complete all as specified and directed 50 S& F in repair 5mm thick sheet glass corner shelf, 250mm radius including CP railing and CP brackets, complete all as speicified and directed. 51 S & Fin repairs stainless steelkitchen sink without drainage board of1 mmthickwith plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets or fixed as in counter type in granite/ cudappa platform and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete all as specified and directed 52 S & F Rotational moulded polyethylene water storage tanks of capacity 1000 Litre (cylindrical vertical with closed top) hoisted and fixed in position incl all necesarry GI fittings including dismantling of existing water tank complete all as specified and directed. 53 S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall including taking down existing pipe complete all as speicified and directed.Note :- Rate quoted shall deemed to be inclusive of necessary scaffolding / security measures as the work is to be carried out for elevated height upto 12 mtr height building. 54 S&F75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall,including taking down existing pipe complete all as speicified and directed.Note :- Rate quoted shall deemed to be inclusive of necessary scaffolding / security measures as the work is to be carried out for elevated height upto 12 mtr height building. 55 S&F 110mm bore PVC (SWR)bends / Tee with acess door, complete all as speicified and directed. 56 S&F 75mm bore PVC (SWR)bends / Tee with acess door, complete all as speicified and directed. 57 S&F in repair cascade type (coloured) floor mounted water closet with low level flushing cistern single piece coloured with floor trap , PVC coloured seat cover and connecting pipe etc complete all as speicifed and directed by Engr-in-charge Make: Jaquar cat no.FNS-WHT-40751P180UFSMZ OR equivalent make as mentioned here-in-after 58 S&F in repairs 2mm thick PVC fibre mirror cabinet of size (450x325x120mm ) and fixed to wall after taking down old mirror, complete all as speicified and directed. 59 S&F in repairs, stainless steel plate rack of size 36inch x 39 inch x 10inch, made out of 0.63mm thick stainless steel sheet (Grade AISI 304 18/8), S S screws and round pipe,fixed to wall with screws complete all as specified and as directed. Make – Blue Star Silver Shine Cat No.KPR-315 or equivalent from Nirali / Jain Brothers Sanitation Pvt Ltd (Jayna) as approved. 60 Taking down of chowkat with shutter nexc 1.50 sqm each without taking off shutters from the frame complete all as specified and directed. 61 Taking down of chowkat with shutter exc 1.50 sqm & nexc 4.0 sqm each without taking off shutters from the framecomplete all as specified and directed. 62 S & FFactory made single extruded WPC (Wood Polymer Composite) solid door/ window/Ceosetory windows & other Frames/Chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modules ofelasticity 900 N/mm2and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant complete all as specified and directed 63 S & F Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having min density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 ,laminated on both face wooden texture, modulus of elasticity 850 N/mm2and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (rate inclusive of SS hinges 100 mm-03 nos/ shutter) 64 S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail;fully glazed i.e. glass panes to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing complete all as specified and directed 65 S&F 300mm, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and as directed. 66 S&F in 150mm size extruded aluminium alloy tower bolt fabricated type anodised complete all as specified and directed. 67 S&F in 150mm size extruded aluminium alloy handles fabricated type anodised complete all as specified and directed. 68 S & F inaluminium anodised sliding door bolts 300 mm size with hasp, staple (bolt type) and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and directed. 69 S&F Stainless Steel 304 grade Silver finish curtain rod 25 mm bore all as specified & as directed.(Make : Herrlich Homes or equivalent.) 70 S &F in repairs stainless steel fancy type round shape ball bracket suitable for 25 mm bore curtain rod complete all as specified and directed. 71 S&F in Stainless steel wire cloth.0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples to steel or woodenwindows / door / shutters / frames etc. complete all as specified and as directed. 72 S&F three track sliding window anodised with antique golden shade / shade as approved with two or more shutter with 4mm thick tinted glass and one shutter using stainless steel wire cloth 0.36mm nominal dia & 1.18mm width aperture for mosquito proofing with good quality bearing handle, lock, rubber beading and glazing clips etc using following aluminium anodised sections conforming to catalogue of JINDAL or of equivalent make complete all as specified and directed by Engr-in-Charge. (a) Bottom frame - 20957 (b) Top frame & vertical - 20958 (c) Handle (side) - 20807 (d) Shutter inter lock - 20810(e) Shutter top & Bottom - 20805(f) Glazing clips - 19352. 73 S & F ventilators/louvers using 4mm thick x 10cm wide frosted glass strips and following aluminium anodised antique golden shade or shade as approved sections conforming to catalogue of JINDAL or of equivalent make and rubber beading etc all as directed(a)SP : 20045(b)Glazing clips : 19352 74 S & F in repair 18 mm thk PVC sheet shutter one side prelim of any shade as in cupboard or kitchen cabinet etc complete all as specified. Make- Rajashri / syntex incl taking down old shutter of any type 75 S & F Continuous (piano) hinges 30 mm width of flap,mild steel, bright finish or electrogalvanised complete all as specified and as directed. 76 S & F Magnetic door catches for cupboard/cabinet etc complete all as specified and as directed. 77 S&F 100mm dia Brass handles, cast type, polished bright cupboard handles fixed with nuts screws and washercomplete all as specified and directed. 78 M&L for running welding in repairs not exc 6mm thick plates and angles complete all as specified and as directed. 79 Demolition of brick/precast block wallingbuilt in cement mortarall as directed. 80 M&L forPre-cast cement concrete block ( type C-I 1:3:6) masonry with solid blocks, exc. 10 cm in width and setting in mortar,complete , straight or curved on plan exc 6M Mean radius built in type CM 1:6 complete all as specified and directed by Engr-in-Charge. 81 M&L for rendering 15mm thick in CM(1:6) on fair faces of brick work/concrete surfaces, finished even & smooth (without using extra cement), complete all as specified and directed. 82 M&L for15mm rendering thick in CM (1:4) on fair faces of brick work/concrete surfaces finished even & smooth (without using extra cement), complete all as specified and directed 83 Complete removal of existing treatment and M&L for applying two coats of distemper oil emulsion 3 mm thick wall care putty and akali resistant primer one coat on walls complete all as specified and directed 84 Supply only integral water proofing compound 85 Preparation of old painted steel surfaces of any description exc 10 cm width or girth and applying one coat of synthetic enamel paint all as directed. 86 Complete removal of existing treatment& Material & Labour for applying Two coats of weather proof exterior acrylic emulsion paint(1st Quality) of required shade (Company Depot Tinted) with silicon additives,over and including priming coat of exterior primer on surfaces of walls, facia of columns, borders etc complete all as specified and directed. Note :- (a)Exterior acrylic emulsion paint shall be anit-fungal, dust resistant, water repellant, crack-bridging, weather proof type 1st Quality. 87 Taking down carefully the existing unserviceable batten/conduit/concealed typealuminium point wiring for light, fan, socket 5 Amps and15 Amps complete removing the same including fittings/fixtures and making good the disturbed surfaces of walls, floors, ceiling etc.complete all as specified and as directed. 88 Taking down unserviceable main switch/DB, Teak wood boards etc complete all as specified and as directed. 89 Taking down submain wiring of any size complete all as directed complete all as specified and as directed. 90 M&L for point wiring surface type with PVC insulated, unsheathed, single core multistandard copper conductor cable( FRLS) of size 1.5 Sqmm, 1100 volts grade including 1.5 Sqmm PVC insulated, unsheathed, copper conductor cable for earth continuity wire to be drawn through in and including PVC casinmg and capping, ISI markedwith its acessories including necessary modular metal flush box and modular white cover plate and SS screws with cup washers for fixing switches, sockets, fan regulators etc. includingmaking good disturbed surfaces in cement mortar 1:3for one light /CB point controlled by one switch, complete all as specified and as directed. 91 All as per item No 88 above but for one ceiling fan point controlled by one switch. 92 All as per item No 88 above but for one exhaust fan/wall mounting fan point controlled by one switch. 93 All as per item No 88 above but for one light point controlled by two 2-way switches. 94 All as per item No 88 above but for one 3/2 Pin 5 Amp socket out let point on the independent board. 95 All as per item No 88 above but for one socket outlet 3/2 pin, 5 Amp,point on the same board with other switches. 96 All as peritem No 88 here-in-before but with cable 2.5 sqmm including 2.5 sqmm cable as earth wire for 15/16 amp socket point complete all as specified and as directed. 97 All as peritem No 88 here-in-before but with cable 4 sqmm including 4 sqmm cable as earth wire for 15/16 amp socket point complete all as specified and as directed. 98 Supply and fix single pole and neutral enclosures with a two pin and earth plug and socket complete with one double pole MCB 10 A,240 V complete all as specified and as directed. 99 S&FModular switch 1 way 6A, 1 module complete all as specified and directed. 100 S&FModular switch 2 way 6A, 1 module complete all as specified and directed. 101 S&F Modular switch 1 way 16A, 1 module complete all as specified and directed. 102 S&FSocket, 6A - 2/3 pin combined 2 module, complete all as specified and directed. 103 S&F Socket 6A/16A - 2/3 pin combined 2 modulecomplete all as specified and directed. 104 S&F modular type fan regulator 120 Watts , 2 module ,complete all as specified and directed. 105 S&Fmodular type bell push switch , 1 module ,complete all as specified and directed. 106 S & Fmodular white cover plate with frame, 2 module complete all as specified and as directed. 107 All as per item No 104 abovebut 3 module 108 All as per item No 104 abovebut 6 module 109 All as per item No 104 abovebut 8 module 110 Supply and fix ceiling rose surface bakelite 65x50 mm two to three terminals,complete all as specified and as directed. 111 Supply and fix call bell AC, 230 volts single pole complete all as specified and as directed. 112 S&F MCB single pole, 240 volts 6 to 32 Amps, C curve complete all as specified and as directed. 113 S&F MCB single pole and neutral 06 to 32 Amps, 240 Volts, C curve complete all as specified and as directed. 114 S & F MCB TPN 40 to 63 Amps, 415 Volts C curve complete all as specified and as directed. 115 S&F sheet metal enclosure,(for DBs when MCBs to be used), flushed in wall single pole and neutral Double door, 8 way, 240 Volts withPVC MCB blanking plates, stove enamelled, dust and vermin proof suitable for incorporation of MCBs and isolators etc complete all as specified and as directed. 116 S&F load line distribution board TPN vertical, 4 way double door type, fixed on wall semi flush with incoming MCCB 4 poles 125 Amps, 10 KA, busbars ,neutral link, blanking plates with IP 43 protection and door earthing complete with all accessories all as specified and as directed by Engineer-in-Charge.Make : IndoasianCat No 811888 or equivalent in C&S/ Havells//Legrand/ABB/SchneiderNote: Outgoing MCBs shall be measured and paid separately. 117 Supplying and fixing of ceiling fan , five star rating, (BLDC) white/ivory 1200 mm sweep, 3 wings suitable for operating on AC 220/230 volts single phase, 50hz supply with down road complete, including necessary PVC insulated flexible wire 3 core for connecting from ceiling rose to connector etc complete all as specified and as directed 118 Supply and fix exhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50 Hz,RPM 1200, Copper winding of sweep 250 mm complete including connecting with 3 core flexible copper conductor including taking down the existing exhaust fan and depositing the same in MES store complete all as specified and as directed. 119 Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300m sweep with, blades, and frame and louvers complete including connecting with 3 core flexible copper conductor including taking down the existing exhaust fan and depositing the same in MES store complete all as specified and as directed. 120 M&L submain wiring surface type with two runs of single core, PVC insulated, unsheathed multi standard copper conductor cable of size 6 Sqmm, 1100 volts grade (FRLS) and one run of 6 Sqmm PVC insulated multi stranded copper conductor for earth continuityconductor drawn through and including suitable size ISI marked PVC casing and cappingwith all necessary accessories complete all as specified and as directed. (Note :- Two runs of 6 Sqmm cable, one run of 6 Sqmm continuity earth wire and one run of PVC casing & capping with all necessary accessories will be measured as one RM). 121 M&L submain wiring surface type with two runs of single core, PVC insulated, unsheathed multi standard copper conductor cable of size 4 Sqmm, 1100 volts grade (FRLS) and one run o f 4 Sqmm PVC insulated multi stranded copper conductor for earth continuityconductor drawn through and including suitable size ISI marked PVC casing and cappingwith all necessary accessories complete all as specified and as directed. (Note :- Two runs of 4 Sqmm cable, one run of 4 Sqmm continuity earth wire and one run of PVC casing & capping with all necessary accessories will be measured as one RM). 122 Supply and Fixingstorage type electric water heater of 25 Ltrs capacity, 240 volts,rated input 2 KW,PUF insulated fitted withstainless inner container and cooper coil ofBEE rating 5 star models, max working head of water 60 Mtrs, fixed to wall with suitable MS tower/anchor bolts,Inlet/outlet pipe, grouted to wall and removing the existing unserviceable geyser and depositing the same to MES store yard complete all as specified and as directed. 123 Supply & fixPVC metal braided connection pipes for hot water supply with brass adopters 15 mm dia and 600 mm long complete all as specified and as directed. 124 Supply and fix recess mounted low glare LED panellight 2X2 size 36 wattwhite/warm white for armstrong/grid ceiling or similar ceiling mounting system complete prewired using 1.5 Sqmm FRLS PVC insulated (Unsheathed) 3 core copper conductor cable, 1100V grade including taking down oldcomplete all as specified and directed.Make: Bajaj cat No GLADDEN 2x2 36W NW PD or equivalent in Halonix/Wipro/Crompton/Havells 125 S & F LED batten suitble for indoor application 20 W, 4 length , wall mounted with polycarbonate housing, end cap made of ABS plastic of white colour finish and high efficiency translucence (HET) diffuser and integral electronic driver including two point surface mounting on wall/ ceiling and connecting up with twin core twisted flexible copper conductor cable of suitable size including taking down oldcomplete all as specified and as directed by Engr-in-Charge.Make : Make : Bajaj Cat No DAWN PC 20W NW PDor equivalent in Havells/Wipro/Crompton/Halonix/Luker 126 S & F LED batten suitble for indoor application 10 W, 2 length , wall mounted with polycarbonate housing, end cap made of ABS plastic of white colour finish and high efficiency translucence (HET) diffuser and integral electronic driver including two point surface mounting on wall/ ceiling and connecting up with twin core twisted flexible copper conductor cable of suitable sizeincluding taking down old complete all as specified and as directed by Engr-in-Charge. Make : Bajaj Cat No DAWN PC 10W NW PDor equivalent in Havells/Wipro/Crompton/Halonix/Luker 127 Supply andfixLED 35 Watt street light fitting IP-66 for bldg secutiry complete with light grade GI brackets, Nuts, bolts, clamps complete with all accessories internaly pre wired and including connecting up with twin core twisted flexible copper conductor cablecomplete all as specified and as directed 128 S & F LED bulk head light fitting 10W energy efficient wall mounted made of engineering plastic with opal diffuse IP-65 complete with all aceessories including connecting up with twin core twisted flexible copper conductor cable complete all as specified and as directed by Engr-in Charge. Make : Bajaj Cat No BIPB 10 W CW LED PD (PC) or equivalent in Havells/Bajaj/ Wipro/ Crompton/ Halonix 129 Supply and fix decorative, wall mounting, LED light fitting 7 W with brushed nickel finish fixture andopal glass diffuser including connecting with copper cable complete all as specified and as directed.Make : Luker, Maira GSS1 Cat No LWL112-1 or equivalent in Havells/Bajaj/ Wipro/ Crompton/Halonix 130 M & L for inverter point wiring forlight, ceiling fan and 5 Amp socket with 2.5 sqmm,PVC insulated, unsheathed, single core multistandard copper conductor cable( FRLS), 1100 volts grade including 1.5 Sqmm PVC insulated, unsheathed, copper conductor cable for earth continuity wire to be drawn through in and including PVC conduit medium grade ISI markedwith its acessories upto the main DBand 15 A switch socket combination with gang box flushed in wallfor inverter power supplycomplete all as specified and as directed. 131 M & L for earthing complete with GI earth plate Electrode 60 cm x 60 cm x 6 mm thick burried directly in ground (earth plate not less than2.25 Metre deep below ground level)with top edge of the plate not less than1.5 metrebelownormal ground levelconnected to galvanished earth wire4.0 mmdia bymeans ofbolts, nuts check and washers ofGI or steel all as shown in electrical plate No. 3 of SSR Pt -Iconnected to earthingtest point all as specified or indicated including GI pipe 15 mm dia light grade for earth wire protection, necessary excavation,earth work in any typeof soil, PCC chamberand RCC cover slab, connecting lead wire from test point to DB complete all as specified & as directed 132 Supply & Fix GI pipe light grade 50 mm for cable protection fixed to poles/bldg incl two Nos MS clamps made to shape out of 25 x 3mm MS flat and painting incl bolt, nut, washer etc.complete all as specified and as directed. 133 Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25.0 sq mm 3.5 core,complete all as specified and as directed. 134 M&L for laying double wall corrugated HDPE pipe, UV stabilized of size 90X75 mm (ODX ID), IS-16205 for cable protection laid in trenches or fixed to wallscomplete all as specified and as directed. 135 Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying of cables etc. and getting out in hard & densesoil complete all as specified and as directed 136 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed. 137 Removal of excavated material [soil] to a distance not Exc 50m and depositing where directed at a level not exc 1.5m above the starting point where directed complete all as specified and as directed. 138 Supply and lay in repair LT service cable 6 sqmm 2 core inside PVC conduit 20 mm dia medium grade for landscape lighting/ garden lighting inside trench or on wall/floor complete all as specified and as directed.Note: The rate quoted must be inclusive of laying the cables in trench at max 10 cm depth or mounting on floor/wall 139 Supply and fix LED bollard light 09 W, 240 V 50 Hz, CCT 5700 K, integrated electronic driver with internal wiring of copper cable and terminal block for connecting to incoming cable, open & short circuit protection, surge protection, body made of metallic pipe structure and aluminium base of 1.0 mtr length , glare free opal PC diffuser,360 degree lighting, IP 65 protection, resistance to corrosion including bolts for fixing and PCC(1:3:6 ) for foundation complete all as directed.(Make :- Bajaj Cat No: BL TORCIA 9W WW 700HPD or equivalent in Wipro/Havells/Crompton/Halonix) 140 Supply and fix in repair LED post top lantern of 45 W, IP 65 protection with in builtelectronic driver and aluminium housinginpure polyster UV resistant powder coated black finish, top maintainable product with top opening die cast cover , anti corrossive stainless steel screws & silicon gasket, HET PMMA diffuser conforming to IS 10322 Part 5/Sec 1: 1987, suitablefor pole diameter up to 75 mm , cable entrythrough pole from bottom, 3 way 10 Amps GFP mains connector duly wiredupto terminal block complete all as specified and as directed. Make Bajaj Cat part No: BL ARIAN P Nx40 W WW PD or equivalent in Wipro, Crompton, Havells, halonix. 141 Supply and fixthree way,(one incoming and two outgoing), three terminal connector suitable for copper cable of size 2.5 sqmm made of bakelite and necessary screws for connecting the cable complete all as specified and as directed. 142 S&Fjunction boxes made of plastic round/square shape with four terminals concealed in wall/steps for housing three way connector along with cover plate complete all as specified and a directed.
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Contract Value:
26.25 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
Sunny Enterprises
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49.
TARAPITH RAMPURHAT DEVELOPMENT AUTHORITY
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West Bengal
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BRR:9864763
Construction of PCC drain from Madhabi Lodgeto Anandabhaban Lodge (155.00 m) and Paver block road from Hrekrishnabhaban to Birbhum Lodge (185.00 m) at Tarapith under TRDA
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Contract Value:
15.52 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
JAMINUR RAHAMAN
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50.
TARAPITH RAMPURHAT DEVELOPMENT AUTHORITY
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West Bengal
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BRR:9864762
Construction Of Pcc Drain From Madhabi Lodge To Anandabhaban Lodge 155.00 M And Paver Block Road From Hrekrishnabhaban To Birbhum Lodge 185.00 M At Tarapith Under Trda
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Contract Value:
36.95 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
GAZI RAHAMAN
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51.
Bhiwandi Nizampur City Municipal Corporation.
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Maharashtra
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BRR:9864730
Providing And Fixing Interlocking Paver Block In Adjoining Area Of Shanti Apartment At Kombadpada In W. No.1 Bhiwandi
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Contract Value:
4.87 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
Chandika construction
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52.
Kolkata Municipal Corporation
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West Bengal
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BRR:9864716
Repairing Of Small Disturbed Patch On Road / Footpath By C.C./Asphaltum/Paver Block In Different Place Of Ward No-143
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Contract Value:
5 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
CONFIDENT CONSTRUCTION
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53.
Urban Local Bodies
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West Bengal
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BRR:9864592
Tender for Renovation And Upgradation Of Bylane(Paver Block) In Between Gc-09 & Gc-10 And Gc-194 & Gc-195 Within , Booth No-223, Ward No- 33, Under Bidhannagar Municipal Corporation, (Fund - Apas Fund) (Ref Id: Apas/01/116/223/0001)Booth No- 223/116 Bidhannagar A/C, Scheme 1
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Contract Value:
9.93 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
GANGULY CONSTRUCTION
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54.
Municipal Corporation
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Maharashtra
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BRR:9864547
Tender for Proposed Developments Of Various Work ( Construction Of Paver Blocks Front Of Rukmini Mandir At Dhanlaxmi Nagar ) At Ward No.01 In Parbhani For P.C.M.C. Parbhani
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Contract Value:
8.49 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
A B DESHMUKH CONSTRUCTION
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55.
Road And Building Department
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Odisha
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BRR:9863893
Tender for special repair Such As Fixing Of Concertina Razor Coil And Providing Cement Concrete Paver Block Inside Sp Vigilance Division Office At Jeypore For The Year 2025-26 Under Non Plan
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Contract Value:
3.96 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
NITYANANDA MAJHI
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56.
Haryana Urban Development Authority
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Haryana
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BRR:9863880
Tender for Construction Of Parking Pavements, Providing Water Supply, Sewerage And Swd Scheme In Commercial Area Sector-9And11 Near Plot No. 1P And 24P, Hisar. Providing And Laying Of 60Mm Thick Interlocking Paver Block, Construction Of Kerb, Providing, Laying, Compaction Of 30Mm Thick Bc, 50Mm Thick Dbm Over A Base Of Gsb, Wmm, providing and laying 100Mm Dia K-7 Di Pipe, 200Mm Di Sw Pipe, Construction Of Reinforced Cement Concrete Storm Water Drain In Commercial Area Sector-9And11 Near Plot No. 1P And 24P Hisar And All Other Works Contingent Thereto. (Including Three Years Maintenance And Defect Liability Period Free Of Cost). A/C Rs. 39.53 Lacs
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Contract Value:
28.49 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
CDR Enterprises
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57.
Indian Institute Of Technology
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Himachal Pradesh
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BRR:9863782
Providing And Laying Paver Blocks, Chequerred Precast Cement Concrete Tiles At G1, G2, And G3 Blocks And Aluminium Partition In Aecl Lab At South Campus Iit Mandi
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Contract Value:
6.47 Lakhs
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Contract Date:
04-Feb-2026
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Contractor Name:
BHANU PRATAP SHARMA
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58.
Indian Institute Of Technology
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Chhattisgarh
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BRR:9863774
Tender For Fixing Of Paver Blocks Infront Of Sports Area And Infront Of Cpwd Office At Iit Bhilai.
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Contract Value:
8.39 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
KUNAL BUILDERS
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59.
Municipal Corporation Of Delhi
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Delhi
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BRR:9863756
Tender For Construction Of Road From House No F 1/1 To House No F 7/12 By Providing And Laying Rmc, Interlocking Paver Block, Etc.In Ward No 149 Malviya Nagar South Zone.
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Contract Value:
6.34 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
M/s Vidhi Tanwar & Co.
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60.
Municipal Corporation Of Delhi
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Delhi
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BRR:9863755
Tender For Construction Of Road From House No G5/1 To House No G5/16 By Providing And Laying Rmc, Interlocking Paver Block, Etc.In Ward No 149 Malviya Nagar South Zone.
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Contract Value:
5.47 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
H.G.ASSSOCIATES
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61.
Municipal Corporation Of Delhi
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Delhi
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BRR:9863742
Tender for improvement / development Of Backlanes By providing Interlocking Paver Blocks, cement concrete From H.No.-J5/80 To J5/86,J5/87 To J5/93,J5/108 To J5/114,J5/122 To J5/128,J5/136 To J5/142,J5/150 To J5/156,J5/164 To J5/170 Of J-5 Block, J6/22 To J6/28,J6/36 To J6/42,J6/50 To J6/57,J6/64 To J6/70,J6/78 To J6/84,J6/91A To 91G Of J-6 Block, J7/14 To J7/17,J7/24 To J7/30, J7/38 To J7/44, J7/51 To J7/52,J7/54 To J7/66,J7/80G Of J-7 Block & J8/57 To J8/63,J8/71 To J8/77,J8/78 To J8/83,J8/92 To J8/98,J8/127 To J8/133,J8/99 To J8/105 & J8/106 To J8/112 Of J-8 Block, Rajouri Garden, Ward-96/Wz.
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Contract Value:
29.43 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
M/s. Deepak Associates
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62.
Municipal Corporation Of Delhi
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Delhi
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BRR:9863741
Tender for Iimprovement And Development Of Drainage System To Construct Reinforced Cement Concrete Box Drain (One Side) By providing Plain Cement Concrete 1:5:10, Reinforced Cement Concrete & Precast Slabs Etc. And Road Berms (Both Sides) By providing Brick Agg. Paver Block, Kerb Stone Etc. From H.No. K-88 Shyam Nagar To Plot No. 192 Ravi Nagar In Ward No. 97/Wz, Chuakhandi Nagar In Ac-27(Rajouri Garden).
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Contract Value:
2.95 Crore
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Contract Date:
23-Mar-2026
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Contractor Name:
M/s RAJ BUILDERS
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63.
Town Panchayats
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Tamil Nadu
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BRR:9863561
Providing Paver block Road At Ward No.1 Rr Park In Kariapatti Town Panchayat
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Contract Value:
9.09 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
SRI MURUGAN CONSTRUCTION
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64.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9863242
Tender for Providing Paver Block Tothenpattinam Colony At Thenpattinam Panchayat Lathur Panchayat Union. Scheme Par/2025-26.Estimate.34.72 Lakhs
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Contract Value:
27.54 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
V.DHEENATHAYALAN
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65.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9863237
Tender for Vellore District Providing Interlocking Paver Block Pavement At Samundipuram, Nadu Street In Cheruvangi Panchayat Of Gudiyatham Block Sfc (Dp) 2025-26 Package No 03
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Contract Value:
3.46 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
S.Parandaman
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View Tender Results
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66.
Public Works Department
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Tripura
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BRR:9863179
Tender for maintenance Of Boxanagar Rahimpur Road To Boxanagar Hs School Approach (L= 0.110Km) During The Year 2025-26 /Sh Construction Of Pucca Drain And Paver Block Etc And Other Allied Works.
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Contract Value:
23.98 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
AYNAL HOQUE
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View Tender Results
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67.
Rural Development Department
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Tripura
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BRR:9863159
Tender for Construction Of Interlocking Paver Block Road At Newly Constructed Sdm Office Building At Sabroom Under Satchand Rd Block Under Rd Satchand Division During The Financial Year 2025-26.
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Contract Value:
15.25 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
ACHIN CHOWDHURY
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View Tender Results
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68.
Kolkata Municipal Corporation
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West Bengal
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BRR:9863088
Tender for Relaying Paver Block From 130 S.N. Banerjee Road To 133/1 S.N. Banerjee Road In Ward No-46.
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Contract Value:
3.96 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
SARKAR CONSTRUCTION
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View Tender Results
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69.
Kolkata Municipal Corporation
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West Bengal
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BRR:9863083
Tender for Repairing Of Paver Block Footpath At Lenin Sarani From Premises No. 50 To 71 In Ward No. 51
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Contract Value:
9.97 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
SUNDAR CONSTRUCTION
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View Tender Results
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70.
Kolkata Municipal Corporation
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West Bengal
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BRR:9863068
Tender for Repairing Of cement concrete Passage And Paver Block Passage At Fathepur 2Nd Lane Sardar Para ,Kasmiri Para Near Premises No N255,N266,J93,J47 Etc In Ward No-133, Br Xv Under Uttaran Service
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Contract Value:
3.98 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
BALAJI ENTERPRISE
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View Tender Results
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71.
Public Works Department
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West Bengal
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BRR:9862981
Urgent Repair Of Security Room And Replacement Of Damaged Boundary Wall And Paver Block At Different Location And Other Ancillary Works At Doctors And Nurses Quarter Of Dabur Math Campus, Kolkata-700033 During The Year 2025-26 .
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Contract Value:
3.53 Lakhs
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Contract Date:
13-Oct-2025
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Contractor Name:
MADHUBANI BUILDING CONSTRUCTION
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View Tender Results
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72.
Zilla Parishad
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West Bengal
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BRR:9862959
Construction Of C C / Paver Block Road From Arpan Chhetri House To Icds Centre Nb Chhetri House At Nehal Sansad Of Maniram Gram Panchayat Under 15Th Cfc For The Financial Year 2025-26
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Contract Value:
1.03 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
MAA MANOKAMANA CONSTRUCTION
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View Tender Results
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73.
Municipal Corporation
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Chandigarh
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BRR:9862657
Tender for Repair,Providing/Fixing Paver Block And Plain Cement Concrete Tile On Berm Phirni Road In Village Attawa Chandigarh.
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Contract Value:
13.08 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
SHUBHAM INFRA DEVELOPER
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View Tender Results
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74.
Municipal Corporation
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Chandigarh
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BRR:9862652
Tender for Providing & Fixing 80Mm Thick Interlocking Paver Blocks On Phirni Road Village Maloya, Chandigarh.
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Contract Value:
66.36 Lakhs
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Contract Date:
10-Mar-2026
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Contractor Name:
YADAV CONSTRUCTION
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View Tender Results
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75.
Public Works Department
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Himachal Pradesh
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BRR:9862610
Special Repair of Civil Hospital at Nurpur. (SH-Providing and Laying Cement Concrete interlocking Paver Block and Boundary Wall.
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Contract Value:
12.55 Lakhs
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Contract Date:
29-Aug-2025
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Contractor Name:
SOM SINGH
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View Tender Results
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76.
Public Works Department
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Himachal Pradesh
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BRR:9862607
Bela Ludharchan Thathi Haler Road At Km. 0.00 To 2.00 Under Sca Sh Construction Of Reinforced Cement Concrete Hume Pipe Culvert At R.D. 1.920 U Shape Drain At R.D. 0.660 To 0.810 And Providing And Laying Interlocking Cement Concrete Paver Block At R.D. 0.660 To 0.750.
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Contract Value:
8.85 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
KRISHAN SINGH
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View Tender Results
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77.
Public Works Department
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Himachal Pradesh
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BRR:9862606
Restoration Of Rain Damages On Lohara To Manoh Sihal Km. 0.0 To 2.0 Sh. Providing And Laying 80Mm Thick Interlocking Concrete Paver Block At Rd 1.300 To 1.360 And Providing Patch Work On Various Depressions And Pot Holes In Km. 0.0 To 1.0 And 1.500 To 1.850
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Contract Value:
7.40 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
Bhag Singh
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View Tender Results
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78.
Public Works Department
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Himachal Pradesh
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BRR:9862598
Rrd Phc Kasba Kotla To Gsss Kotla Behar Km. 0/0 To 0/600(Sh Providing And Laying Cement Concrete Interlocking Paver Block At Rd 0/300 To 0/600) Pdna
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Contract Value:
17.22 Lakhs
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Contract Date:
04-Nov-2025
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Contractor Name:
Ankush Dogra
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View Tender Results
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79.
Public Works Department
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Himachal Pradesh
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BRR:9862594
Restoration Of Rain Damages On Talara To Kutlahar Road Km. 0.0 To 2.750 Sh C O 80Mm Thick Interlocking Paver Block At Rd 0.160 To 0.240 0.550 To 0.580 0.670 To 0.700 And 0.940 To 0.970
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Contract Value:
9.01 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
KRISHAN SINGH
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View Tender Results
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80.
Himachal Pradesh State Electricity Board
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Himachal Pradesh
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BRR:9862582
Tender for Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:3:6 (1 Cement : 3 Coarse Sand) : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge. 80Mm Thick Paver Block Of M-30 Grade With Approved Color Design And Pattern , Supplying, Installing, Testing And Commissioning Of Solar Powered Road Stud / Reflector Lights, Made Of Die-Cast Aluminium / High-Impact Engineered Plastic Body, Waterproof And Weather-Resistant, Suitable For Outdoor Use On Approach Path, Having Inbuilt Solar Panel With Rechargeable Battery, Fitted With High-Intensity Leds (Minimum 6 Nos. Or Equivalent) For Clear Night Visibility, Operating In Steady Or Blinking Mode, Complete With Necessary Fasteners / Adhesive, Surface Preparation, Fixing, Testing And Commissioning, All Complete As Per ManufacturerS Specifications And Directions Of Engineer-In-Charge.
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Contract Value:
10.36 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
RAKESH KUMAR
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View Tender Results
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81.
Public Works Department
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Himachal Pradesh
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BRR:9862572
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer, Hp,Pwd. Division Manali At Katrain. Tender Inviting Authority: Restoration Of Work And Sanititation Project In Cities Of Construction of Sewarge Network Adjoining In Area Of Bhanu Pul To Shami Nallah K.M 0/00 To 1/450 (Sh:- P/Lpcc 1:3:6 And Interlocking Paver Block At R.D 00/070 To 0/120,0/180 To 0/405 Contract No. Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. Item Code / Make Quantity Units Estimated Rate With All Taxes Including Gst In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount With All Taxes Including Gst In Rs. P Total Amount With Taxes Total Amount With All Taxes Including Gst In Words , Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes To Wbm Specifications In Uniform Thickness, Hand Picking, Rolling With 3 Wheeled Road/Vibratory Roller 8-10 Tonn
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Contract Value:
16.17 Lakhs
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Contract Date:
31-Jan-2026
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Contractor Name:
ASHWANI SHARMA
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View Tender Results
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82.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9862406
Providing Paver Block Road In Durgaiamman Kovil Street In Thenneri Village At Thenneri Panchayat
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Contract Value:
16.78 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
M.LOGANATHAN
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View Tender Results
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83.
Municipal Adminitration And Water Supply Department
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Tamil Nadu
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BRR:9862360
Tender for Providing Paver Block Road And Swd At Murugappa Nagar 1St Street Extension (Unicode-013005R349) W-5 In Thiruthani Municipality
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Contract Value:
8.78 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
SL DEVI WORKS CONTRACT
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View Tender Results
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84.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9862306
Tender for Vellore District Providing Paver Block Road At Ad Colony Raja House To Sudhakar House In Erikuthi Panchayat Pernambut Block In Pernambut Block General Fund 2025 -2026 Package No 17
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Contract Value:
2.96 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
SRI SAI CONSTRUCTIONS
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View Tender Results
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85.
Solapur Municipal Corporation
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Maharashtra
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BRR:9860973
Tender for Providing & Fixing Paver Blocks At Hutatma Bagicha In Prabhag No. 15
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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86.
Urban Development Department
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Jharkhand
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BRR:9859980
Tender for Laying Of Paver Block Near Public Toilet Udner Ward No-37
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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87.
Urban Development Department
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Jharkhand
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BRR:9859977
Tender for Laying Of Paver Block Around Dustbin Of Under Ward No-32,33,40 And 41
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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88.
Ujjain Municipal Corporation
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Madhya Pradesh
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BRR:9859323
Tender For Construction Of Paver Block At Various Places Of Ward 35
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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89.
Nagar Palika Parishad
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Madhya Pradesh
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BRR:9859230
Tender for Installation Of cement concrete Paver Block At Ward No 09 Shabad Mohalla To Lohar Kuwa To Hatai To Old Tehsil
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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90.
Local Self Government Department
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Kerala
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BRR:9856548
Tender for Annual Plan-Ckv 222/25-26-Rennovation To Moothedath Kulam - Completion-General Civil Work--1.001 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) 1.002 13.29.3:18 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 fine sand):Raised Band 1.003 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1.004 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work 1.005 OD335975/2025-2026:fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. 1.006 OD335990/2025-2026:Providing and fixing sticker work as per design intent.Sticker work to be finished with Vinyl Stikers with malayalam letters(Size:30cmx10cm / Nearest) fixed on the existing ACP board as per the drawing. Including cost and conveyance charges of all materials, labour charges etc 1.007 11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment 1.008 OD375658/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 1.009 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 1.01 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. 1.011 OD375807/2025-2026:Silt removing fro Pond
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Contract Value:
2.27 Lakhs
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Contract Date:
22-Mar-2026
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Contractor Name:
C ABDUL RAOUF
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View Tender Results
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91.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9856465
Tender for Providing Paver Block And Furniture At Shg Training Centre Near Drda Building In Kanjirangal Panchayat
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Contract Value:
27.65 Lakhs
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Contract Date:
22-Mar-2026
|
Contractor Name:
S MUTHURAKKU
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View Tender Results
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92.
Kolkata Municipal Corporation
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West Bengal
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BRR:9856371
Tender for Renovation Of Paver Block Lane At Indrajit Pally Uttaran Area And Ancillary Work Near periodical renewal No 33,33A Etcin W-120 Br-Xiii
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Contract Value:
4.49 Lakhs
|
Contract Date:
23-Mar-2026
|
Contractor Name:
MESSERS AKREETI CONSTRUCTION
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View Tender Results
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93.
Rural Works Department
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Odisha
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BRR:9856278
Tender For Periodical Maintenance Of L060- Sh3 At 56.50Km To Singhenpur Road Such As Providing And Laying Paver Block From Ch. 0.400Km To 1.600Km
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Contract Value:
31 Lakhs
|
Contract Date:
11-Mar-2026
|
Contractor Name:
INDRAMANI SAHU
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View Tender Results
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94.
Rural Works Department
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Odisha
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BRR:9856276
Tender For Periodical Maintenance Of Dhumabhata Chhak To Bhuliabandh Road Such As Providing And Laying Paver Block From Ch. 21.450Km To 21.850Km
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Contract Value:
10.33 Lakhs
|
Contract Date:
22-Mar-2026
|
Contractor Name:
SANTOSHINI SAHU
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View Tender Results
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95.
Rural Works Department
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Odisha
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BRR:9856275
Tender For Periodical Maintenance Of Bilaspur To Kashipali Road Such As Providing And Laying Paver Block From Ch. 0.000Km To 0.300Km
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Contract Value:
6.77 Lakhs
|
Contract Date:
22-Mar-2026
|
Contractor Name:
TILAKRAM BARIHA
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View Tender Results
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96.
Kolkata Municipal Corporation
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West Bengal
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BRR:9856171
Tender for Restoration Of Cement Concrete And Paver Block Passage With Allied Works To Be Disturbed By Cesc Ltd. For Cable Laying Work At R-83 To R-122 Etc, S.A. Farooque Road In Ward No-137, Br Xv.
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Contract Value:
4.23 Lakhs
|
Contract Date:
19-Mar-2026
|
Contractor Name:
M/S L. G. ENTERPRISE
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View Tender Results
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97.
Directorate Of Municipal Administration
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Tamil Nadu
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BRR:9856122
Providing Paver Block Flooring,Front Shed ,Compound Wall And Borewell To Ward No 5 Ganabathy Nagar Anganvadi At Zone -1 Tcmc
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Contract Value:
5.16 Lakhs
|
Contract Date:
23-Mar-2026
|
Contractor Name:
Panneerselvam
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View Tender Results
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98.
Town Panchayats
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Tamil Nadu
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BRR:9856111
Tender For Providing Paver Block Road At Ward No:3 Manjolai Streetsin Sambavarvadakarai Town Panchayat.
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Contract Value:
9.43 Lakhs
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Contract Date:
23-Mar-2026
|
Contractor Name:
Pitchaikani
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View Tender Results
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99.
Town Panchayats
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Tamil Nadu
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BRR:9856026
Tender For Renevation Of C C Pavement And Providing Of Paver Block Road Widening Portion At Ward No 6 Kuppuchipalayam Road To Kasthuripalayam Road And School Road Cut -1 And Cut-2 In Periyanaickenpalayam Town Panchayat.
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Contract Value:
7.92 Lakhs
|
Contract Date:
23-Mar-2026
|
Contractor Name:
SRI VINAYAGA CONTRACTORS
|
View Tender Results
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100.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9855986
Tender for Providing Paver Block In Rajiv Gandhi Nagar Sivagamipuram Village In Pappakudi Panchayat In Pappakudi Panchayat Union.
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Contract Value:
4.75 Lakhs
|
Contract Date:
23-Mar-2026
|
Contractor Name:
Jem Paul Samuel.T
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View Tender Results
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101.
Grama Panchayat
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Kerala
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BRR:9855959
Tender for Material Supplay For Mgnregs Works At Pallikurup , Laying And Jointing Pvc Pipe. Heading , Stone Aggregate(Single Size): 40 Mm Nominal Size , Stone Aggregate(Single Size):20 Mm Nominal Size , Stone Aggregate(Single Size): 10 Mm Nominal Size , Coarse Sand (Zone Iii) , Portland Cement , Hire Charges Of Concrete Mixer 0.25 To 0.40 Cum Withhopper , Vibrator (Needle Type 40 Mm) , Quarrymuck , Wall Form Panel 1250X500 Mm , Corner Angle 45X45x5 Mm 1.50 M Long , 100 Mm Channel Shoulder 2.5 M Long , Double Clip (Bridge Clip) , Single Clip , M.S. Tube 40 Mm Dia , Avarage Rate Of Miled Steel Round Bars , Interlocking cement concrete Paver Block 80Mm Thick M-30
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|
Contract Value:
32079.0
|
Contract Date:
23-Mar-2026
|
Contractor Name:
YOOSUF TK
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View Tender Results
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102.
Grama Panchayat
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Kerala
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BRR:9855958
Tender for Material Supplay For Mgnregs Works Atarappara , Laying And Jointing Pvc Pipe. Heading , Stone Aggregate(Single Size): 40 Mm Nominal Size , Stone Aggregate(Single Size):20 Mm Nominal Size , Stone Aggregate(Single Size): 10 Mm Nominal Size , Coarse Sand (Zone Iii) , Portland Cement , Hire Charges Of Concrete Mixer 0.25 To 0.40 Cum Withhopper , Vibrator (Needle Type 40 Mm) , Quarrymuck , Wall Form Panel 1250X500 Mm , Corner Angle 45X45x5 Mm 1.50 M Long , 100 Mm Channel Shoulder 2.5 M Long , Double Clip (Bridge Clip) , Single Clip , M.S. Tube 40 Mm Dia , Avarage Rate Of Miled Steel Round Bars , Interlocking cement concrete Paver Block 80Mm Thick M-30
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Contract Value:
32079.0
|
Contract Date:
23-Mar-2026
|
Contractor Name:
P K SUNNY
|
View Tender Results
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103.
Grama Panchayat
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Kerala
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BRR:9855957
Tender for Material Supplay For Mgnregs Works At Vazhampuram , Laying And Jointing Pvc Pipe. Heading , Stone Aggregate(Single Size): 40 Mm Nominal Size , Stone Aggregate(Single Size):20 Mm Nominal Size , Stone Aggregate(Single Size): 10 Mm Nominal Size , Coarse Sand (Zone Iii) , Portland Cement , Hire Charges Of Concrete Mixer 0.25 To 0.40 Cum Withhopper , Vibrator (Needle Type 40 Mm) , Quarrymuck , Wall Form Panel 1250X500 Mm , Corner Angle 45X45x5 Mm 1.50 M Long , 100 Mm Channel Shoulder 2.5 M Long , Double Clip (Bridge Clip) , Single Clip , M.S. Tube 40 Mm Dia , Avarage Rate Of Miled Steel Round Bars , Interlocking cement concrete Paver Block 80Mm Thick M-30
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Contract Value:
32079.0
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Contract Date:
23-Mar-2026
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Contractor Name:
AVARAN K
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View Tender Results
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104.
Grama Panchayat
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Kerala
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BRR:9855956
Tender for Material Supplay For Mgnregs Works At Karakurussi , Laying And Jointing Pvc Pipe. Heading , Stone Aggregate(Single Size): 40 Mm Nominal Size , Stone Aggregate(Single Size):20 Mm Nominal Size , Stone Aggregate(Single Size): 10 Mm Nominal Size , Coarse Sand (Zone Iii) , Portland Cement , Hire Charges Of Concrete Mixer 0.25 To 0.40 Cum Withhopper , Vibrator (Needle Type 40 Mm) , Quarrymuck , Wall Form Panel 1250X500 Mm , Corner Angle 45X45x5 Mm 1.50 M Long , 100 Mm Channel Shoulder 2.5 M Long , Double Clip (Bridge Clip) , Single Clip , M.S. Tube 40 Mm Dia , Avarage Rate Of Miled Steel Round Bars , Interlocking cement concrete Paver Block 80Mm Thick M-30
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Contract Value:
32079.0
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Contract Date:
23-Mar-2026
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Contractor Name:
P K SUNNY
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View Tender Results
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105.
Grama Panchayat
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Kerala
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BRR:9855955
Tender for Material Supplay For Mgnregs Works At Pullasseri , Laying And Jointing Pvc Pipe. Heading , Stone Aggregate(Single Size): 40 Mm Nominal Size , Stone Aggregate(Single Size):20 Mm Nominal Size , Stone Aggregate(Single Size): 10 Mm Nominal Size , Coarse Sand (Zone Iii) , Portland Cement , Hire Charges Of Concrete Mixer 0.25 To 0.40 Cum Withhopper , Vibrator (Needle Type 40 Mm) , Quarrymuck , Wall Form Panel 1250X500 Mm , Corner Angle 45X45x5 Mm 1.50 M Long , 100 Mm Channel Shoulder 2.5 M Long , Double Clip (Bridge Clip) , Single Clip , M.S. Tube 40 Mm Dia , Avarage Rate Of Miled Steel Round Bars , Interlocking cement concrete Paver Block 80Mm Thick M-30
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Contract Value:
32079.0
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Contract Date:
23-Mar-2026
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Contractor Name:
MUHAMMED MUSTHAFA. K
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View Tender Results
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106.
Municipal Bodies
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Odisha
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BRR:9855859
Construction Of Paver Block Road From Amburei Pada Towards Telgupada, Wno.07 Under Smc, Sambalpur.
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Contract Value:
1.69 Crore
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Contract Date:
23-Mar-2026
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Contractor Name:
CREDENCE INTERIOR PVT LTD
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View Tender Results
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107.
Municipal Bodies
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Odisha
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BRR:9855857
Tender for Construction Of Paver Block Road From Sarla Siba Nagar Lane-2 In Ward No .-29
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Contract Value:
3.93 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
PADMINI SINGH
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View Tender Results
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108.
Urban Development Department
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Jharkhand
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BRR:9855682
Tender for Renovation Of Sewerage, Drainage Line And Laying Pavers Block From House Of Lala Ji To Pankaj Madical In Road No 12 And 13 In West Side In Ward No 31 Under Mc Adityapur
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Contract Value:
18.33 Lakhs
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Contract Date:
22-Mar-2026
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Contractor Name:
M/S SURVEILLANCE SERVICES
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View Tender Results
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109.
Zilla Parishad
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West Bengal
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BRR:9855535
Tender for Construction Of Paver Block Road From Pwd Road Towards Pravat House Via Pwd Road Hembram House Via Pradhan House At Swarsati Memorial Sansad Under Buraganj Gram Panchayat 2025-26 Under 15Th Fc Untied Fund.
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Contract Value:
2.37 Lakhs
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Contract Date:
08-Dec-2025
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Contractor Name:
TWO STAR CONSTRUCTION
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View Tender Results
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110.
Municipal Corporation Of Delhi
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Delhi
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BRR:9855489
Imp./ Dev. Of Park By Pdg. Kerb Stone, Paver Blocks, B/W Cp Etc. Opp. C1 M.C. Pry. School Adjacent To Golden Bell School In Ashok Vihar Phase-I Under Ward 64/Kpz.
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111.
Municipal Corporation Of Delhi
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Delhi
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BRR:9855480
Construction & Development of Drain and side berms by pdg. brickwork and C & D CC paver blocks from both side of H.No.A-4(Mayfair apartment) to park opp. C-34, both side C-45 to MCD nursery and both side of A-1 to A-3 in Mayfair Garden ward Hauz khas W.No.148/SZ.
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Contract Value:
73.63 Lakhs
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Contract Date:
13-Mar-2026
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Contractor Name:
RAVI GUPTA
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View Tender Results
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112.
Kolkata Municipal Corporation
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West Bengal
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BRR:9855377
Tender for Repairing Of Pot Holes, Patches, Cross-Cuts Etc By Interlocking Paver Block At Madurdah, Bantala Etc. In Ward No-108
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Contract Value:
7.91 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
SENGUPTA ENTERPRISE
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View Tender Results
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113.
TARAPITH RAMPURHAT DEVELOPMENT AUTHORITY
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West Bengal
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BRR:9855259
Construction Of Pcc Road And Drain And Paver Block At Parun Village, Budigram Gp Under Trda Area.
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Contract Value:
39.12 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
AKBAR ALI
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View Tender Results
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114.
Nagar Palika Parishad
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Madhya Pradesh
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BRR:9855025
Inviting Rates For Construction Material Inviting Rates For Construction Material Supply For Departmental Work For Financial Year 2024-25, 1 Construction Materia 2 40 Mm Metal Aggregate 3 20 Mm Metal Aggregate 4 Local Sand 5 Kerera Sand 6 Brick Open Bhattaper 500 No. 7 Cement Bag Isi Mark 8 Pre Cast Rcc ( Np4 ) Pipe Spigot And 300 Mm 9 40Mm Flag Stone 10 Fabricated Steel 11 Copra 12 Cresher Stone Dust 13 Cement Concreet Paver Block ( Plastic Mold ) 80Mm 14 Cement Concreet Paver Block ( Plastic Mold ) 60Mm 15 R.C.C. Fencing Pole 16 Binding Wire 17 12Mm Gitti 18 Tractor Trolly Per Trip 19 Jcb Machine Hire 20 Supdi Tractor 21 Renforcement Steel Fe415 22 Kota Stone 23 Vitrified Tiles ( 600X600x10 ) 24 Wall Tiles 25 Shivpuri Stone 100Mm 26 Shivpuri Stone 60Mm 27 Shivpuri Stone 40Mm 28 Pre Cast Rcc ( Np4 ) Pipe Spigot And 600 Mm 29 Pre Cast Rcc ( Np4 ) Pipe Spigot And 900 Mm 30 Haf Cut Rcc Darin Pipe 100Mm 31 Haf Cut Rcc Darin Pipe 150Mm 32 Supply Of Labour Per Day Per No. 33 Pre Cast Boundry Wall Of M30 34 Cement Concreat M20 35 Cement Concreat M30 36 Pcc M10 37 Hydrolic Roller 38 Hydra 39 Pokelane Machine 40 Pavor Sada 41 7M Hight Rcc Electric Pole 42 9M Hight Rcc Electric Pole
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Contract Value:
37025.0
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Contract Date:
22-Mar-2026
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Contractor Name:
MS RAM CHARAN AHIRWAR
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View Tender Results
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115.
Municipal Corporation Of Delhi
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Delhi
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BRR:9854964
Tender For Improvement/Development Of Backlanes By Pdg. Interlocking Paver Blocks, C.C. From H.No. J-6/92 To 98,118 To 124,132 To 138, 139 To 145 Of J-6 Block, J-7/59 To 87, 86 To 101,109 To 116,109 To 116,123 To 129 & 130 To 136 Of J-7 Block Of Rajouri Garden, E-195 To E-207, E-289 To E-302 & E-317 To E-303 Of E-Block, D-393 To D-384,D-295 To D-307 & D-320 To D-329 Of D-Block Of Tagore Garden Ward-96/Wz, Rajouri Garden.
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Contract Value:
18.78 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
kapoor brothers
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View Tender Results
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116.
Urban Development Department
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Jharkhand
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BRR:9854945
Tender for Renovation Of Sewerage, Drainage Line And Laying Pavers Block In Road No 14 And 15 East Side Lane And From House Of Dr Wasan To House Of Odia In Ward No. 31 Under Mc Adityapur
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Contract Value:
19.57 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
JAI MAA DEVADI CONSTRUCTION
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View Tender Results
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117.
Urban Development Department
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Jharkhand
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BRR:9854942
Tender for Construction Of Hume Pipe Drain 300Mm Dia Np2 And Laying Of Paver Block From Head Of Ram Shresh Sharma To Ram Sagar Singh At Baba Kuti In Ward No. 34 Under annual maintenance contract
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Contract Value:
5.98 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
JAI MAA DEVADI CONSTRUCTION
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View Tender Results
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118.
Rural Development Department
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Maharashtra
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BRR:9854817
Construction Of Paver Block In Creamation Ground At Shelu Kh Tq Dist Washim
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Contract Value:
5 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
DNYANESHWAR MAHADEO MAPARI
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View Tender Results
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119.
Rural Development Department
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Maharashtra
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BRR:9854791
Tender for Construction Of Paver Block In Creamation Ground At Shelu Kh Tq Dist Washim
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Contract Value:
5 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
DNYANESHWAR MAHADEO MAPARI
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View Tender Results
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120.
Municipal Bodies
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Odisha
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BRR:9854701
Tender for _Construction Of Paver Block Road From Santosh Behera Res To Sachi Das Res At Bhadimula In Ward No.55.
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Contract Value:
7.65 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
MANOJ KUMAR ROUT
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View Tender Results
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121.
Public Works Department
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Himachal Pradesh
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BRR:9854661
Tender for Construction of Link Road From Dhaned To Talasi Via Shiv Nagri Km 0/00 To 5/205. ( Sh:- Formation Cutting, Retaining Structures, Cross Drainage Works, Granular Sub-Base, Wmm, Metalling Tarring, Interlocking Paver Blocks, V-Shape Side Drain, Road Side Essential Parapets, Road Signages & Dumping Sites In Km 0/0 To 5/205) Under Nabard Ridf-Xxxi.
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Contract Value:
5.99 Crore
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Contract Date:
21-Mar-2026
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Contractor Name:
HIMALAYAN TECHNO GOVT CONTRACTOR
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View Tender Results
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122.
Town Panchayats
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Tamil Nadu
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BRR:9854609
Providing Paver block Road Widening Portion at Ward No .7 Kasthuripalayam Road ( 5 corner to Vivekandhapuram Communityhall )in Periyanaickenpalayam Town Panchayat.
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Contract Value:
2.02 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
J S CONSTRUCTIONS
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View Tender Results
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123.
Highways Department
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Tamil Nadu
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BRR:9854548
Tender for Dismantling The Existing Paver Block In The Existing Road Clearing Away From The Work Site And Carefully Stacking The Usefull Materials For Reuse On The Road Side As Directed By The Departmental Officers Including All Labour And Incidental Charges Etc., Complete. , Road A , Excavation For Roadway And Drainage Excavation Including Removal And Satisfactory Disposal Of All Materias Necessary For The Construction Of Roadway And Side Drains In Accordance With The Specifications And The Lines, Grades And Cross Sections Shown In The Drawings Or As Indicated By The Engineer As Per Morth Rev. V Clause No. 111, 112, 301 To 305. A) Box Cutting For Widening Portion, Paver Block Portion And Core Wall , Road A , Laying,Spreading And Compacting Graded Stone Aggregates For Wet Mix Macadam, On Well Prepared Surface And Compacting With Vibrator To Acheive Desired Density Including Cost Of Labour Charges, Rentals For Machinery, And Other Incidental Charges Etc, Complete As Per Clause 406 Of Morth Rev. V , Road A , Construction Of Dry Lean Cement Concrete Sub Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25Mm, 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 150Kg/Cum, Concrete Strength Not To Be Less That 10Mpa At 7 Days, Mixed At Site, Compacted Using Vibrator, Finishing And Labour Charges , Road A , Providing And Laying Of Tack Coat Over Dry Lean Cement Concrete Surface Using Of 3.00 Kg Of Bitumen Emulsion (Rs 1) Per Ten Square Metre For Preparatory To Another Bituminous Construction Over It Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 503 Of Morth Rev-5. , Road A , Providing And Laying Tack Coat Over Existing bituminous Surface Using 2 Kg Of Bitumen Emulsion (Rs1) Per 10 Sqm For Preparatory To Another Bituminous Co
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Contract Value:
5.08 Crore
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Contract Date:
09-Mar-2026
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Contractor Name:
MJD CONSTRUCTION AND ENGINEERING CONTRACTORS P LTD
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View Tender Results
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124.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9854509
Tender for Providing Paver Block Pavement At Mangaiyammankovil Street Front Side In Thirumalaiyappapuram Village In Thirumalaiyappapuram Panchayat.
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Contract Value:
2.94 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
Arunai Construction
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View Tender Results
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125.
Kolkata Municipal Corporation
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West Bengal
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BRR:9853992
Tender for Improvement Of Footpath By Providing & Laying Paver Block Etc. Along Northern Side Of R. R. M. Roy Road Near Pr. No. 120 & 115/1 Etc. In Ward No. 121.
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Contract Value:
4.95 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
RANI CONSTRUCTION
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View Tender Results
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126.
Rural Development Department
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Maharashtra
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BRR:9853965
Tender For Construction Of Paver Block In Old Vasti At Sapali Tq Dist Washim
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Contract Value:
5 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
DNYANESHWAR MAHADEO MAPARI
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View Tender Results
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127.
Municipal Corporation
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Chandigarh
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BRR:9853824
Tender for Reconstruction Of Road Backside Showrooms By Providing Cement Concrete Flooring With Stamped Concrete Finish On Madhya Marg, Sector 8-C And 9-D, Chandigarh. (Sub Work Of Providing And Fixing 80Mm Thick Paver Block Backside Showrooms On Madhya Marg, Sector 8-C And 9-D, Chandigarh.)
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Contract Value:
29.18 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
Shiksha Enterprises
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View Tender Results
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128.
Public Works Department
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Himachal Pradesh
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BRR:9853797
Tender for Up-Gradation Of Badiyara To Dhakgaon Village Road Km 0/00 To 12/730 (Sh:- Construction Of Formation Cutting, Cross Drainage, Protection Work, Metalling And Tarring, Paver Blocks, Road Furniture And Dumping Structure In Km 0/00 To 12/730 (Portion 6/00 To 12/730) Under Nabard Ridf-Xxxi
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Contract Value:
8.52 Crore
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Contract Date:
20-Mar-2026
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Contractor Name:
AJAY SAUHTA
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View Tender Results
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129.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9853702
Providing Paver Block In Thanthoniasmman Kovil Street Kaliyapettai Panchayat (143M)
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Contract Value:
8.70 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
PVMG TRADERS
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View Tender Results
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130.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9853701
Providing Paver Block In Jeeva Nagar At Kaliyapettai Panchayat
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Contract Value:
12.39 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
PVMG TRADERS
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View Tender Results
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131.
Municipal Adminitration And Water Supply Department
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Tamil Nadu
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BRR:9853660
Tender for Providing Stone Pitching And Paver Blocks Lighting Arrangements, Fencing At Reddypalayam Chinnamman Koil Kulam In Ward 33
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Contract Value:
9.99 Lakhs
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Contract Date:
20-Mar-2026
|
Contractor Name:
SGS Construction
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View Tender Results
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132.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9853571
Tender for Construction Of Paver Block At Santhi Nagar Head Of Sathur Panchayat
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Contract Value:
8.25 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
NETHAJI
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View Tender Results
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133.
Western Coalfields Limited
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Maharashtra
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BRR:9853464
Tender for Providing Shed, Paver Block, Lawn Grass And Other Miscellaneous Works At Transit Hostel Under Kuchana Housing Complex Of Majri Area. / Ma9511cive041-25-26/647 Dated 06.02.2026 / Sr. No.02
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Contract Value:
15.83 Lakhs
|
Contract Date:
20-Mar-2026
|
Contractor Name:
GREEN EARTH INFRA PROJECTS
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View Tender Results
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134.
Municipal Corporation
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Odisha
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BRR:9853427
Tender for Construction Of Paver Block Road And Drain From Sita South Indian Transport Agency To Plant Site Thana Front In Ward No. 30 Under Rmc, Rourkela
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Contract Value:
7.48 Lakhs
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Contract Date:
20-Mar-2026
|
Contractor Name:
SASMITA SAMAL
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View Tender Results
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135.
Haryana Urban Development Authority
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Haryana
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BRR:9853413
Tender for Construction Of Parking In Shopping Center In Sector-33 U.E. Karnal. Providing And Laying Of 150Mm Gsb, 100Mm Wmm, 50Mm Dbm, 30Mm Bc And 80Mm Thick Interlocking Paver Block On Pavement Complete In All RespectIncluding Three Year Mtc/Defect Liability Period Free Of Cost Ac Rs 78.97 Lacs
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Contract Value:
55.28 Lakhs
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Contract Date:
20-Mar-2026
|
Contractor Name:
Surinder Kumar Contractor
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View Tender Results
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136.
Dakshin Haryana Bijli Vitran Nigam Limited
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Haryana
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BRR:9853412
Tender for Wooden Flooring , Item Description , Dnit For The Work :- Providing And Laying Granite On Sculpture Foundations And Paver Block With Other Allied Civil Works In Vidyut Sadan Hisar
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Contract Value:
10.12 Lakhs
|
Contract Date:
20-Mar-2026
|
Contractor Name:
Sandeep Govt. Contractor
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View Tender Results
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137.
Military Engineer Services
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Gujarat
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BRR:9852982
Cleaning Of Sewage Line, Manhole And Repair/Replacement Of Chain Link Fencing, Barbed Wire, Paver Blocks, Hard Standing And Misc Work Services At Af Stn Mothala Under Ge(Af) Naliya
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Contract Value:
14.78 Lakhs
|
Contract Date:
18-Feb-2026
|
Contractor Name:
S and G Construction
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View Tender Results
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138.
Military Engineer Services
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Uttar Pradesh
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BRR:9852971
Special Repair To Internal Roads/Paver Blocks Including Road Furniture In The Loc Of 1 Csr (A) And Inside Ratc Lines Including Children School, Road From Hoshiyar Singh Chowk To Shakti Dwar, Re-Surfacing Of Road From Yodha Sainik Institute To Bldg No As Per Tender Documents
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|
Contract Value:
62.31 Lakhs
|
Contract Date:
20-Mar-2026
|
Contractor Name:
shyam construction
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View Tender Results
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139.
Military Engineer Services
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West Bengal
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BRR:9852959
Spl Repair To Md Accn 04 X Qtrs At B Zone And Provn Of Interlocking Paver Block Near Bldg No Sp 22 Under Age Br I And Age Em Of Ge Bengdubi
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|
Contract Value:
46.95 Lakhs
|
Contract Date:
19-Mar-2026
|
Contractor Name:
M/S BOSE CONSTRUCTION
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View Tender Results
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140.
Rural Development Department
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Maharashtra
|
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BRR:9851017
Tender For Construction Of Paver Block At Kautha Tq..Basmath Dist. Hingoli
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|
Contract Value:
95135.0
|
Contract Date:
23-Mar-2026
|
Contractor Name:
SANKET SANJAY KADAM
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View Tender Results
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141.
Rural Development Department
|
Maharashtra
|
|
|
BRR:9849692
Tender for Providing And Fixing Paver Block In Anganwadi Building No 3 Premises At Gp Jamb Bajar Tq Pusad Dist Yavatmal
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|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
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View Tender Results
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142.
Department Of Forest
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Maharashtra
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BRR:9849209
Tender for Providing Paver Block At Mali Quarter Building Aprroac Road At Krishangiri Upvan Range Forest At Sanjay Gandhi Nationalpark Borivali (For Open)
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Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
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View Tender Results
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143.
Department Of Forest
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Maharashtra
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BRR:9849193
Tender for Providing And Fixing Paver Block Of Cafeteria Canteen Near Cat Orientation At Kub Range Sgnp Borivali East( For Labour)
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|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
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View Tender Results
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144.
Town Panchayats
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Tamil Nadu
|
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BRR:9848245
Tender for Providing Paver Block Road At 9Th Ward Kk Nagar 1, 2, 3, 4, 5, 6, 7 And 8Th Cross Street In Thadikombu Town Panchayat, Dindigul District.
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Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
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View Tender Results
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145.
Kumaon Mandal Vikas Nigam Limited
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Uttarakhand
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BRR:9847665
NOTICE INVITING BID FOR [Tea Garden Experience, Champawat under Swadesh Darshan Scheme 2.0]- Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) /Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. Ordinary Rock , 4.1.2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:1½:3 (1 Cement: 1½ Coarse Sand (Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) , 5.33.1.1 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum.Excess/ Less Cement Used As Per Design Mix Is Payable/Recoverable Separately).All Works Upto Plinth Level , 5.9.1 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , 5.9.3 Center Shuttering Suspended Floors, Roofs, Landings, Balconies And Access Platform. , 5.9.2 Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , 5.22.6 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. , 7.1.1 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1 : 6 : 1 2 (1 Cement: 6 Coarse Sand : 1 2 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With : 7 . 1 . 1 Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 7.8.1 Coursed Rubble Masonry With Hard Stone (First Or Second Sort) In Superstructure Above Plinth Level And Upto Floor Five Level. , 11.26.1 Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) , 2.28.1 Surface Dressing Of The Ground Including Removing Vegetation And In Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M. All Kinds Of Soil , 2.6.1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And For All Lift, As Directed By Engineer-In-Charge. 2.6.1 All Kinds Of Soil , 2.8.1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) I 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, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , 4.1.8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Lll) Derived Fromnatural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , 6.1.1 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth I N : 6 . 1 . 1 Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand) , 6.3.2 Brick Work With Common Burnt Clay Machine Moulded Perforated Bricks Of Class Designation 1 2 . 5 Conforming To Is: 2222 In Superstructure Above Plinth Level Up To Floor Five Level In Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand): With Modular Bricks , 16.11 Dry Stone Pitching 22.5 Cm Thick Including Supply Of Stones And Preparing Surface Complete. , 16.69 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineerin-Charge (Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment). (Precast Cement Concrete Kerb Stone Shall Be Approved By Engineer-In-Charge). , 16.91.2 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50 Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge.16.91.2 80 Mm Thick Cement Concrete Paver Block Of M-35 Grade With Approved Colour Design And Pattern. , 13.2.2 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix 1:6 (1 Cement: 6 Fine Sand) , 13.45.1 Finishing Walls With Textured Exterior Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.28 Ltr/10 Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10 Sqm , 16.68 Providing And Laying 60 Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. , 16.92 Providing And Fixing 10X10x7.50 Cm Granite Stone Block Hand Cut And Chisel Dressed On Top, For Paving In Floors, Drains Etc. Laid Over 20 Mm Thick Base Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints 10 Mm Wide Filled With Same Mortar Including Ruled Pointing Etc. Complete As Per Direction Of Engineer-In-Charge. , 8.2.2.2 Providing And Fixing 1 8 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of The Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing Of Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Stone Slab Of Colour Black, Cherry/Ruby Red. Area Of Slab Over 0.50 Sqm , 11.55.1 Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge : 11.55.1 Flamed Finish Granite Stone Slab Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent. , 2.25 Filling Available Excavated Earth (Excluding Rock) In Trenches ,Plinth,Sides Of Foundation Etc . In Layers Not Exceeding 20Cm In Depth ,Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 50M And Lift Upto 1.5M . , 5.9.5 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 7.6.1 Coursed Rubble Masonry (First Sort) With Hard Stone In Foundation And Plinth With :Cement Mortar 1 :6 (1 Cement : 6 Coarse Sand) , 10.16.1 Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete.10.16.1 Hot Finished Welded Type Tubes , 13.48.3 Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture 13.48.3. , 12.1.1 Providing Corrugated G.S. Sheet Roofing Including Vertical I Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/ Vertical Or Curved Surfaces), Excluding The Cost Of Purlins, Rafters And 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/M2. , 9.1.1 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately). , 9.5.1.1 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note: Butt Hinges And Necessary Screws Shall Be Paid Separately)Second Class Teak Wood (35 Mm Thick Shutters). , 11.33.1 25 Mm Wooden Planking, Tongued And Grooved In Flooring, Including Fixing With Iron Screws Complete With: Second Class Teak Wood. , 13.68.1 French Spirit Polishing Two Or More Coats On New Works Including A Coat Of Wood Filler. , 9.95.1 Providing And Fixing Isi Marked Aluminium Butt Hinges Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is: 1868) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete: 125X75x4 Mm. , 9.96.1 Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete : 300X16 Mm. , 9.97.1 Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete: 300X10 Mm. , 9.101.1 Providing And Fixing Aluminium Hanging Floor Door Stopper, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour And Shade, With Necessary Screws Etc. Complete. Single Rubber Stopper. , 11.27 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 13.33.2 Pointing On Stone Work With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) , 11.41.2 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600X600 Mm , 11.46.2 Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm , 17.78 Providing And Fixing White Vitreous China Extended Wall Mounting Water Closet Of Size 780X370x690 Mm Of Approved Shape Including Providing & Fixing White Vitreous China Cistern With Dual Flush Fitting, Of Flushing Capacity 3 Litre/ 6 Litre (Adjustable To 4 Litre/ 8 Litres), Including Seat Cover, And Cistern Fittings, Nuts, Bolts And Gasket Etc Complete. , 17.7A Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap. , 17.20.1 White Solid Plastic Seat With Lid , 17.22A Providing And Fixing Cp Brass 32Mm Size Bottle Trap Of Approved Quality & Make And As Per The Direction Of Engineer-In-Charge. , 12.41.2 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes.110 Mm , 12.41.1 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes.75 Mm , 12.42.1.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Coupler 75 Mm , 12.42.1.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. 110 Mm , 12.42.2.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Single Pushfit Coupler 75 Mm , 12.42.2.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Single Pushfit Coupler 110 Mm , 12.42.3.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Single Tee With Door 75 Mm , 12.42.3.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Single Tee With Door 110 Mm , 12.42.4.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion Bend 87.5° 75 Mm , 12.42.4.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion Bend 87.5° 110 Mm , 12.42.5.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion Shoe (Plain) 75 Mm Bend , 12.42.5.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion Shoe (Plain) 110 Mm Bend , 12.42.6.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Shoe (Plain)75 Mm Shoe , 12.42.6.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Shoe (Plain)110 Mm Shoe , 12.43.1 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm 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. 75 Mm , 12.43.2 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm 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. 110 Mm , 17.31 Providing And Fixing 600 X 455 Mm. Bevelled Edge Mirror Of Saint Gobin Or Modi Float Glass Complete With 6 Mm. Thick Hard Board Ground Fix To Wooden Cleats With Cp Brass Screws And Washers Etc. Complete. , 18.7.1 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge Internal Work - Exposed On Wall. 15Mm Dia Nominal Bore , 18.7.3 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge Internal Work - Exposed On Wall. 25 Mm Dia. Nominal Bore , 18.7.6 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge Internal Work - Exposed On Wall. 50 Mm Dia. Nominal Bore , 18.18.1 Providing And Fixing Ball Valve (Brass) Of Approved Quality Complete. High Or Low Pressure With Plastic Floats. 25 Mm Dia. Nominal Bore , 18.19.1 Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : 25 Mm Nominal Bore , 18.21.2.1 C.P. Brass Fitting Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 15Mm Nominal Bore. , 18.48 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. , 18.15.1 C.P. Fitting Providing & Fixing C.P. Brass Bib Cock Parryware Make , 18.51.1 Providing & Fixing C.P. Brass Long Boddy Bib Cock , 18.56.2 Providing And Fixing Ptmt Pillar Cock Of Approved Quality And Colour , 18.52.1 Providing & Fixing C.P. Brass Stop(Conceald) , 18.53.1 Providing & Fixing C.P. Brass Angle Valve , 18.65 Providing & Fixing C.P. Soap Dish Parryware Make , 18.64 Providing & Fixing Over Head Shower Parryware Make , 17.73.1 Provding & Fixing C.P Towel Rail Parryware Make , 17.34.1 Provisiding & Fixing C.P Paper Holder Parryware Make , 18.9.6 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes 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 50 Mm Nominal Dia Pipes , 18.17.4 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) : 50 Mm Nominal Bore , 19.30.1.1 Constructing Brick Masonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610 Mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15 Kg), Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Foundation Concrete 1:5:10 (1 Cement : 5 Coarse Sand (Zone Iii) : 10 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Design:Inside Dimensions 455X610 Mm And 45 Cm Deep For Single Pipe Line : For Sanitary Building , 2.10.1.2 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : , 5.1.2 Providing Units Of Reinforced Cement Concrte 1:1.5:3(1Cement :1.5 Coarse Sand:3Graded Stone Aggregate 20Mm. Nomnal Size) Of Strength Not Less Than M-200 In Lintels And Band Over Door And Windows Excluding Supply Of Reinforcement And Its Bending Including , 11.3.1 40Mm Cement Flooring In 1:2:4 Mix Finshed With A Floating Coat Of Neat Cement Including Cement Slurry Etc., , 13.8.2 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Finished With A Floating Coat Of Neat Cement Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 16.3.2 Supplying And Stacking At Site.63 Mm To 45 Mm Size Stone Aggregate , 17.35.1.2 Providing And Fixing Soil, Waste And Vent Pipescentrifugally Cast (Spun) Iron Socket & Spigot (S&S) Pipe As Per Is: 3989. : 100 Mm Dia , 17.39.1.1 Providing And Fixing Plain Bend Of Required Degree. 100 Mm Sand Cast Iron S&S As Per Is - 1729 , 17.44.1.1 Providing And Fixing Single Equal Plain Junction Of Required Degree :100X100x100 Mm Sand Cast Iron S&S As Per Is - 1729 , 19.15.1 Providing M.S. Foot Rests Including Fixing In Manholes With 20X20x10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design : With 20X20 Mm Square Bar , 19.19.1.1 Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality 19.19.1 L D- 2.5Rectangular Shape 600X450 Mm Internal Dimensions , 19.32.1 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. 19.32.1 With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , 2.2.1 Earth Work By Mechinical I Manual Means In Rough Excavation, Banking Excavated Earth In Layers Not Exceeding 20Cm In Depth, Breaking Clods, Watering, Rolling Each Layer With % Tonne Roller Or Wooden Or Steel Rammers, And Rolling Every 3Rd And Top-Most Layer With Power Roller Of Minimum 8 Tonnes And Dressing Up In Embankments For Roads, Flood Banks, Marginal Banks And Guide Banks Or Filling Up Ground Depressions, Lead Upto 50 M And For All Lift All Kinds Of Soil , 9.9.1.1 Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Using 4 Mm Thick Float Glass Panes (Weight Not Less Than 1 0 Kg Per Sqm) Fixing With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws. 9.9.1 Second Class Teak Wood 9.9.1.1: 35 Mm Thick. , 8.25.2 Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 25 Mm Thick. , 8.3.2 Providing Edge Moulding To 18 Mm Thick Marble Stone Counters, Vanities Etc., Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. Granite Work , 19.1.5 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 (1 Cement : 1 Fine Sand) Including Testing Of Joints Etc. Complete : 19.1.5 300 Mm Diameter , 13.71 Lettering With Black Japan Paint Of Approved Brand And Manufacture , A.O.R Providing And Fixing 10X10x7.50 Cm Granite Stone Block Machine Cut And Chisel Dressed On Top, For Paving In Floors, Drains Etc. Laid Over 20 Mm Thick Base Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints 10 Mm Wide Filled With Same Mortar Including Ruled Pointing Etc. Complete As Per Direction Of Engineer-In-Charge. , 15.2.1 Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , 15.18 Dismantling Steel Work In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates, Bolts, Nuts, Cutting Rivets, Welding Etc. Including Dismembering And Stacking Within 50 Metres Lead. , 15.28.1 Dismantling Roofing Including Ridges, Hips, Valleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of: G.S. Sheet , 15.23.1 Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead. For Thickness Of Tiles 10 Mm To 25 Mm , 21.18 Providing And Fixing 12 Mm Thick Frameless Toughened Glass Door Shutter Of Approved Brand And Manufacture, Including Providing And Fixing Top & Bottom Pivot & Double Action Hydraulic Floor Spring Type Fixing Arrangement And Making Necessary Holes Etc. For Fixing Required Door Fittings, All Complete As Per Direction Of Engineer-Incharge (Door Handle, Lock And Stopper Etc.To Be Paid Separately). , 21.4.1 Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315, Having Brand Logo Embossed On The Body / Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors, Including Cost Of Cutting Floors, Embedding In Floors As Required And Making Good The Same Matching To The Existing Floor Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Engineerin- Charge With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness , 21.12.3 Providing And Fixing Aluminium Tubular Handle Bar 32 Mm Outer Dia, 3.0 Mm Thick & 2100 Mm Long With Ss Screws Etc .Complete As Per Direction Of Engineer-In-Charge. Polyester Powder Coated Minimum Thickness 50 Micron Aluminium Tubular Handle Bar , 11.34 38 Mm Thick Wood Block Flooring Of First Class Teak Wood Laid Over 25 Mm Thick Leveling Layer Of Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand: Graded Stone Aggregate 10 Mm Nominal Size) To Be Paid Separately,Coated With A Thin Layer Of Hot Bitumen Penetration 80/25 (Blown Type) @ 2.45 Kg Per Sqm, Including Fixing Blocks In Position After Dipping In Hot Bitumen (Blown Type) Up To Half Depth, Planed, Levelled Smooth And Finished Complete. , 11.35 Providing And Fixing M.S. Angle 50X50x5 Mm To Act As Nosing With Lugs Of M.S. Flat 10X5 Mm, 10 Cm Long, Forked At End 60Cm Apart (Minimum Three Lugs To Be Provided), Including Necessary Welding And Applying A Priming Coat Of Approved Primer On Exposed Surface Etc. Complete. , 25.8 Design Supply & Installation Of Suspended Spider Glazing System Designed To Withstand The Wind Pressure As Per Is 875 (Part-Iii). The Suspended System Held With Spider Fittings Of Ss-316 Grade Steel Of Approved Manufacturer With Glass Panel Having 12 Mm Thick Clear Toughened Glass Held Together With Ss- 316 Grade Stainless Steel Spider & Bolt Assembly With Laminated Glass Fins 21 Mm Thick. The Glass Finsand Glass Panel Assembly Shall Be Connected To Slab/Beams By Means Of Ss- 316 Grade Stainless Steel Brackets & Anchor Bolts And At The Bottom Using Ss Channel Of 50X25x2 Mm Using Fastener & Anchor Bolts, Non Staining Weather Sealants Of Approved Make, Teflon / Nylon Bushes And Separators To Prevent Bi-Metallic Contacts, All Complete To Perform As Per Specification And Approved Drawings. The Complete System To Be Designed To Accommodate Thermal Expansion & Seismic Movements Etc. The Joints Between Glass Panels (6 To 8 Mm) And Gaps At The Perimeter & In U Channel Of The Assembly To Be Filled With Non Staining Weather Sealant, So As To Make The Entire System Fully Water Proof & Dust Proof. The Rate Shall Include All Design, Engineering And Shop Drawing Including Approval From Structural Designer, Labour, T&P, Scaffolding, Other Incidental Charges Including Wastage, Enabling Temporary Services All Fitting Fixers Nut Bolts, Washer, Buffer Plates, Fastener, Anchors, Ss Channel Laminated Glass Etc. All Complete. For The Purpose Of Payment, Actual Elevation Area Of Glazing Including Thickness Of Joints And The Portion Of Glass Panel Inside The Ss Channel Shall Be Measured. , 16.59.1 Manufacturing, Supplying And Fixing Retro Reflective Sign Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity Encapsulated Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iv Of Astm-D 4956-01 In Blue And Silver White Or Other Colour Combination Including Subject Matter, Message (Bi-Lingual), Symbols And Borders Etc. As Per Irc ; 67:2001, Pasted On Substrate By An Adhesive Backing Which Shall Be Activated By Applying Heat And Pressure Conforming To Class -2 Of Astm-D-4956-01 And Fixing The Same With Suitable Sized Aluminium Alloy Rivets @ 20 Cm C/C To Back Support Frame Of M.S. Angle Iron Of Size 25X25x3 Mm Along With Theft Resistant Measures, Mounted And Fixed With 2 Nos. M.S. Angles Of Size 35X35x5 Mm To A Vertical Post Made Up To M.S. Tee Section Ismt 50X50x6 Mm Welded With Base Plate Of Size 100X100x5 Mm At The Bottom End And Including Making Holes In Pipes, Angles Flats, Providing & Fixing M.S. Message Plate Of Required Size, Steel Work To Be Painted With Two Or More Coats Of Synthetic Enamel Paint Of Required Shade And Of Approved Brand & Manufacture Over Priming Coat Of Zinc Chromate Yellow Primer (Vertical Ms-Tee Support To Be Painted In Black And White Colours).Backside Of Aluminium Sheet To Be Painted With Two Or More Coats Of Epoxy Paint Over And Including Appropriate Priming Coat Including All Leads And Lifts Etc. Complete As Per Drawing , Specification And Direction Of Engineer-In-Charge. 16.59.1 16.59.2 16.60 Mandatory/ Regulatory Sign Boards Of 900 Mm Diametre With Support Length Of 3750 Mm , 12.50 Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During 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 55 Mm) With Epdm Seal, 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. , 7.8.2 Coursed Rubble Masonry With Hard Stone (First Or Second Sort) In Superstructure Above Plinth Level And Upto Floor Five Level. Masonry Work (First Sort), In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand). , 10.26.1 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. , 10.2 Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , 17.10.1.2 Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is:13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required : Kitchen Sink With Drain Board.510X1040 Mm Bowl Depth 225 Mm. , 10.28 Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , 10.25.2 Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works , 13.114 Melamine Polishing On Wood Work (One Or More Coat) , 16.70.1 Providing And Fixing G.I Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-In-Charge.
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146.
Urban Local Bodies
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Haryana
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BRR:9847633
Tender for Rough Cost Estimate For Providing And Laying Of 80Mm Thick Interlocking Paver Blocks And Drain Type-1 In Newly Added Colony Dehya Gali No 1 To 7 And 12 (Colony Id-12576), Bhupani, Ward No 34 Faridabad
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147.
Public Works Department
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Puducherry
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BRR:9845195
Tender For Providing Park Facilities With Walking Platform And Play Equipment Beneath Rob Near John Paul Nagar At 100 Ft. Road Near Rto Office At Cuddalore Arm, Puducherry- Sl. No. Item Description 1 Earthwork In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Includinggetting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Per Direction Of Engineer-In-Charge , Within A Lead Of 50M - All Kinds Of Soil 2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Upto Plith Level - 1:5:10 (1 Cement : 5 Fine Aggregate : 10 Graded Stone Aggregate 40Mm Nominal Size) 3 Providing And Fixing At Or Near Ground Level Precast Cement Concrete In Kerbs, Edgings Etc. As Per Approved Pattern Andsetting In Position With Cement Mortar 1:3 (1 Cement : 3 Fine Aggregate), Including The Cost Of Required Centering , Shuttering Complete - 1:1.5:3 (1 Cement :1.5 Fine Aggregate: 3 Graded Stone Aggregate 20 Mm Nominal Size) 4 Brick Work With Common Burnt Clay F.P.S. (Non Modular ) Bricks Of Class Designation 3.5 In Foundation And Plinth In - Cement Mortar 1:4 (1 Cement : 4 Fine Aggregate) 5 12Mm Cement Plaster Of Mix -1:4 ( 1 Cement : 4 Fine Aggregate) 6 Providing And Laying 83 Mm Mm Thick Factory Made Rubber Moulded Hydraulic Pressed Paver Block Made By Block Making Machine With Strong Vibratory Compaction And Of Approved Size And Design / Shape Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Course Sand, Filling The Joints With Fine Aggregate Etc. All Complete 7 Centering And Shuttering Including Strutting , Propping Etc And Removal Of Form For - Foundations, Footings, Bases Of Columns Etc For Mass Concrete 8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Upto Plith Level - 1:2:4 (1 Cement : 2 Fine Aggregate : 4 Graded Stone Aggregate 20Mm Nominal Size) 9 Supplying And Filling With Red Earth (Excluding Rock) Including Cost And Conveyance To The Work Site And Stacking To The Departmental Gauge , Spreading In Layers Not Exceeding 20Cm In Depth , Watering And Consolidation Using 0.5 Tonne Roller , Or Wooden Or Steel Rammers Etc. Complete For Making Play Fields , Running Tracks And Court Yards 10 Steel Work Welded In Built Up Sections / Framed Work , Including Cutting,Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required - In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets,Gates And Similar Works 11 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacutre To Give An Even Shade - Two Or More Coats On New Work 12 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade - New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre / 10 Sqm 13 Providing And Laying Soft Korean Grass Turfing Including Supplying Red Earth, Manure, River Fine Aggregate, Labour Charges For Ground Preparation Spreading Earth And Manure Transportation Of All And Maintaining The Lawn For Initial Three Months Etc. Complete. 14 Maintenance Of Lawns With Fine Grassing For The First Year Including Watering, Etc., 15 Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Per Direction Of Engineer-In-Charge :F Lamed Finish Granite Stone Slab Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent. 16 Providing Edge Moulding To 18Mm Thick Marble Stone Counters ,Vanities Etc., Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete - Granite Work. 17 40 Mm Thick Rubbed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Mortar 1:5 (1 Cement : 5 Fine Aggregate) With Joints 3 Mm Thick, Side Buttered With Cemnt Mortar 1:2 (1 Cement : 2 Stone Dust) Admixed With Pigment To Match The Shade Of Stone And Pointing With Same Mortar - White Sand Stone 18 Providing And Fixing 3 Lined Granite Benches Having The Coping Slab Single 1.38 X 0.44 X 0.10 M And Which Is Supporting Granite Pillar On Both Side Of Single 0.29 X 0.29 X 0.40M. The Rate Including The Cost Of Granite Stone For 3 Line Dressing On The All Exposed Surface Of The Pillars And Stone Slabs, Single Nosing The Top Edges Of The Slab As Per Design Pattern. The Coping Slab Should Be Engraved To Suit Over The Stand Pillar With A Groove Cutting 20Mm Depth 0.29 X 0.29M. The Rate Including Labour For Shifting And Fixing In Position. The Rate Also Labour Charge All As Per The Architectureal Drawing And As Directed By Engineer-In-Charge. 19 Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50M And All Lift 20 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is: 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10Mm Gap For Thermal Expansion, (I) Single Socketed Pipes - 75Mm Diameter 21 Providing And Fixing Astm Pipes Including All Astm Plain & Brass Threaded Fittings This Included Jointing Of Pipes & Fittings With One Step Astm Solvent Cement , Trenching Refilling & Testing Of Joints Complete (External Work) - 20 Mm Nominal Outer Dia Pipes Please Enable Macros To View Boq Information
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148.
Public Works Department
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Delhi
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BRR:9844684
Bids Are Invited For Bituminous Ready Cold Mix 25Kg, Fine Sand (Zone-Iv), Stone Aggregate 20Mm/10Mm Nominal Size, Brick Tile, Brick, Rcc Slab For Drain Size 1300X500Mm, Rcc Slab For Drain Size 1000X500Mm, Rcc Slab For Drain Size 1200X500Mm, Rcc Slab For Drain Size 1500X500Mm, Rcc Slab For Drain Size 1800X300Mm, Precast Rcc G.T. Slab 550X600, Manhole Cover With Frame Hd-20 Circular Shape 560Mm, Manhole Cover With Frame Ehd-35 Circular Shape 560Mm, Paver Block 60Mm Thick Of M-30 Grade, Grating (500X550Mm), Kerb Stone, Cement Opc 43-Grade, Solar Road Stud, Median Marker , Abs Body Double Shank Road Stud, Spring Post, Safety Cone Total Quantity : 29020
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24.97 Lakhs
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Contractor Name:
AJ & CO
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149.
Military Engineer Services
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Uttarakhand
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BRR:9843690
Tender For Completion Of Incomplete Work Of Provision Of Gymnasiums (Cl Ii) At Grrc, Lansdowne.; 1 M&L for 100 mm thick PCC (1:4:8) type D2, (Using 40 mm graded stone agg) as in sub base/sub base of floorcomplete all as specified and directed. 2 M&L for moorum / red bajri filling in, floor or pavings, laid in layers not exceeding 15cm thick, spread, levelled and rammed including watering complete all as specified and directed. 3 M&L for modular brick work with FLYASH bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed. 4 M&L for brick work with SUB CLASS B old sizebricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and directed. 5 M&L for brick work with SUB CLASS B old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed. 6 M&L for 20 mm thick granite slab as approved by the GE (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms, in CM (1:4) and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15 mm thick screed bed in CM 1:4 complete all as specified and directed. 7 M&L for 10 mm thick plastering on fair faces of bricksurface in CM (1:4) surface finished even and fair complete all as specified and directed. 8 M&L for 20 mm thick granite slab as approved by the GE (table rubbed and polished) inwall lining (Veneering to wall) in12 mm thickin CM (1:3) and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed. 9 M&L for 10 mm thick plastering on fair faces of bricksurface in CM (1:6) surface finished even and fair complete all as specified and directed. 10 M&L for preparation of new plastered surfaces of walland chalk whitening and applying two coats of Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturers specificationover a coat of primer of approved make complete all as specified. 11 M&L Providing Granite slab edge moulding to 20mm thick stone of counters vanities ,cooking plateform,step etc.including machine polishing to edge to give high gloss finish etc. complete all as specified. 12 Returning, filling in any type of soil including spreading, levelling, watering and well ramming in layers not exc 25 cm.complete all as specified and directed. 13 M&L for PCC (1:4:8) Type D2 (Using 40 mm gradedstone aggre-gate) 200 mm thickas in floor/paving complete all as specified and directed. 14 M & L 20 to 25mm thick Kota Stone (Mirror Polished) with marble strip all as specified and as directed over 20mm thick screed bed in CM 1:6 complete all as specified and directed. 15 M & L 20 to 25 mm thick Kota Stone (Mirror Polished) 100 mmwidth as in skirting over 10 mm thick cement mortar 1:4complete all as specified and directed. 16 S & F Rubber tile for floor thickness not less than 25 mm thick(tough rubber flooring made upto 40% black recycled rubber & 20% colour EPDM(Ethlyene propylene-Diene-monomer rubber granules & adhesive with V-groove,interlocking & paper cut as directed by EIC plane rubber matting shall have a checker plat surface pattern & a flat revers side. The non directional checker plat patterns gives this matting a non slip surface that is still easy to mop/clean of desired colour.Adhesive -SR 505 or SR 998 as per manufacturers instruction or styrene butadiene copolymer (SBX) latex synthetic rubber adhesive. complete all as specified and as directed. 17 S & F Rubber tile for wall cladding not less than 15 mm thick(tough rubber made upto 40% black recycled rubber & 20% colour EPDM(Ethlyene propylene-Diene-monomer rubber granules & adhesive with V-groove,interlocking & paper cut as directed by EIC plane rubber matting shall have a checker plat surface pattern & a flat revers side. The non directional checker plat patterns gives this matting a non slip surface that is still easy to mop/clean of desired colour.Adhesive -SR 505 or SR 998 as per manufacturers instruction or styrene butadiene copolymer (SBX) latex synthetic rubber adhesive. complete all as specified and as directed. 18 Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc laid, bedded and pointed inany mortar and removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. 19 M&L for granitetiles 20mm thick machine cut as approved by GE, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing over 20 mm thick screed bed (1:6) complete all as specified and as directed. 20 Taking down cement plaster on brick or stone wall surfaces including glazed tiles wherever exists including raking out joints, hacking for key and scrubbing down with water and removing unseviceable materials out side MoD land complete all as specified and as directed. 21 M&L for 20mm thick Granitetiles machine cut as approved by GE, in skirting/ dado laid over cement screed and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing including 10 mm thich rendering (1:4) complete 22 M&L for hard core of broken boulders/stone of gauge n exc. 63 mm, deposited, spreading, leveling watering and well ramming to true surface in layers not exceeding 15 cm thick each layer complete all as specified and directed. 23 M&L for PCC (1:3:6) type C-1, using 20 mm graded stone aggregate as in surface channel and drainetc complete all as specified and directed. 24 M&L for extra for forming fair finished drain, or channel, 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred, stopped ends, complete all as specified and directed. 25 Mirror polishing on marble/ granite/Kota stone/ stone work where everrequired to give high gloss finishcomplete all as specified and directed. 26 Excavating in trenches nexc 1.5 m width and nexc 1.5 m in depth for foundation or for shafts, well cesspits, manholes etc / for laying of cable/ pipe etc nexc 10 sqm on plan and nexc 1.5 m in depth and getting out in soft/disintegrated rock complete all as specified and directed. 27 M&L for PCC (1:4:8 Type D2 (using 40 mm graded stone aggre-gate) as in foundations, filling and mass-concrete complete all as specified and directed. 28 M&L for 15mm thick plastering on brick or concrete surfaces in CM (1:6) surface finished even and smooth without using extra cement complete all as specified and directed. 29 M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. 30 M&L for 100 mm thick PCC (1:2:4) type B2, (using 40 mm graded stone agg) as in sub base of floor complete all as specified and directed. 31 M&L for preparation of newly plastered surface of external wall all as prescribed by manufacturer of paint and applying two coats of exterior anti fungal acrylic emulsion paint of make as approved by GEover one coat of primer complete all as directed. 32 M&L forstainlesssteel (Grade 304) railing made of hollow tubes,channels, plates etc., including welding, grinding,buffing, polishing and making curvature (where everrequired) and fitting the same with necessarystainless steel nuts and bolts complete, includingfixing the railing with necessary accessories &stainless steel dash fasteners, stainless steel boltsetc., of required size, on the top of floor orthe side of waist slab with suitable arrangement complete all as specified and directed. 33 M&L Plain, Aluminiumsheeting,Alloy 31000 H4in ridges, hips, valleygutter, drip and straightflashing (length andgirth as fixed) with powder coating of any colour (thickness of powder coating not less than 50 micron complete all as specified and directed. 34 M&L for pre-formed filler board 25 mm thick for crumple joints complete all as specified and directed. 35 M&L for mild steel screw bolts (machine made) dia of neck length 5 to 10mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, nexc 5cm long complete all as specified and directed. 36 M&L APP based polymeric membrane minimum weighing 3 kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application over 15 mm thick cement screedbed (1:4) complete all as specified and directed. 37 S& F 1.25 mm Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer;gear operated type with bevel gear box and crank handle erected in position as indicated including MS Spring for rolling shutter, size of spring 300mm long inner dia not less than 65mm and MS wire 6mm dia complete all as specified and as directed. 38 Supply only Ball bearing for rolling shutters complete all as specified and directed. 39 M&L for twocoats of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surface over 10cm width or grith complete all as specified and directed. 40 M&L for cutting holes into or through brick walls built in cement mortar and making good in cement mortar (1:3) or PCC (1:2:4) type B1 to match with existing surfaceof following superficial area complete all as specified and as directed :- 41 Superficial area exc 150 sqcm but not exc 400 sqcm 42 M&L bands, straps, supports or stays for rainwater (stack clamp), ventilating pipes, including bolts, if required, hooks (stays), heavy for large gates, hooks and pintle hinges large hasps and staples, hand made sliding bolts, clamps, hold fasts, wall ties, hooksforhanging fans plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts two way and three ways straps, plate washers and similar articles conforming to Fe-290(Gde-E-165) complete all as specified and directed. 43 S&F Powder Coated ofcolour as approved by GE/AGE(I)(minimum thickness of powder coating 50 micron), aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc complete all as specified and directed. 44 S&F Powder coated ofcolour as approved by GE/AGE(I) (minimum thickness of powder coating 50 micron), aluminium door shutters, aluminium section weighing 0.55kg/m incl necessary joining cleats, glazing clips, rubber neoprene packing, handles 2 Nos in each door, hinges,anodised aluminium snap beading, screws etc. complete all as specified and directed. 45 S&F Powder coated ofcolour as approved by GE/AGE(I) (minimum thickness of powder coating 50 micron) aluminium window and ventilator shutters, side hung without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified and directed. 46 S&F Powder coated of colour as approved by GE/AGE(I) (minimum thickness of powder coating 50 micron) aluminium window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified and directed. 47 S&F 4mm thick sheet glass, ordinary quality and glazing with oil putty/ wooden/ PVC/ aluminium beading, in square n. exc 0.5 sqm in each pane complete all as specified and as directed. 48 S&F 5.5 mm thick sheet glass, ordinary quality and glazing with oil putty/ wooden or aluminium or PVC beads in square in each pane of following size complete all as specified and as directed :- 49 Exc 0.5 sqm in each pane 50 S&F 2nd class hardwood ( sal ) Plain, solid, straight, chowkats & frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and directed. 51 S&F 35mm thick factory made plain framed, panelled door shutters (two panel) of IInd class hard wood rail and styles with lock rail and panel of 9 mm BWP commercial ply. The size of rail and style as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated complete all as specified. 52 S&F extruded aluminium alloy handles, fabricated type, anodised (ISI marked) of following size complete all as directed and specified:- 53 150 mm long 54 S&F anodised aluminium barrel tower bolts (ISI marked) of extruded section of following size complete all as directed and specified:- 55 150 mm long 56 S&F anodised aluminium sliding door bolt (ISI marked) with hasp, staple ( bolt type ) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections of following size complete all as specified and directed:- 57 300mm long 58 S&F floor doorstopper (ISI Marked) of aluminium alloy body andtongue anodised, with hard drawn steel spring, fixed in floor of following size complete all as specified and directed :- 59 140mm long (overall length of cover plate) 60 S&F MS butt hinge, medium weight, cold rolled and fixed of following size complete all as specified and directed:- 61 100 mm long 62 M&L for twocoats of synthetic enamel paint over a coat of pink primer including preparation of new wood or wooden base surface over 10cm width or grith complete all as specified and directed. 63 S&F solid PVC door frame of size 50mm x 47 mm made out of 5 mm plain colour PVC sheet, reinforced with MS square tube, fixing in same opening complete as all as specified and directed. 64 S&F factory made solid panel PVC door shutter 30mm thick (Style) consisting of frame made out of MS tubes for top, bottom and side rails, MS frame shall be covered with heat molded plain colour PVC “C” channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail lock rail & bottom rail on either side and as gap insert for top rail and bottom rail paneling of plain colour PVC sheet to be fixed in the MS frame welded /sealed to the stiles and rails with suitable PVC sheet beading and jointed together with solvent cement and fixing in the frame at site complete all as specified and directed. 65 S&F 125 mm long anodised aluminium barrel tower bolts (ISI marked) of extruded sectioncomplete all as directed and specified 66 S&F vitreous china urinal half stall type urinal white complete including providing and fixing plugs bedding urinal against wall in CM 1:2 securing urinal to plugs with & including 60 mm brass screws pointing around urinal back in cement fixing automatic flushing cistern with brackets flush pipe grating and union for discharge pipe and urinal spreader complete all as specified and directed. 67 S&F 5mm thick bevelled edge best quality looking mirror of size 600x450 mm with 30mm PVC beading all around the glass, mounted over 3mm thick PVC sheet or 6mm thick AC bldg board, complete all as specified and directed. 68 S & Fvitreous china wash basin white (oval shaped under counter) of size 550 x 400mm including 32mm brass CP waste coupling complete all as specified and as directed . 69 S&FPVC valveless, syphonic action type low level flushing cistern white with inlet ball valve, float and handle including brackets, 10 ltr capacity complete with flush pipe(Long bend) 32mm dia of make as approvrd by GE complete all as specified & directed. 70 S&F vitreous china wash down water closet pan (pedestal pattern), white, with and including plastic water closet seat, white, closed pattern with flat bottom and cover and mild steel chromium plated or aluminised hinging device, ( excluding fixing bolts, flushing cistern and flush pipe), including connection to drain (or outgoing pipe) and to flushing pipe, anti -syphonage pipe, etc., completeall as specified and directed. 71 S&Ftoilet paper holder of brass, chromium plated, fixed to walls with chromium plated (CP) brass screws complete all as specified and directed. 72 S&F Liquid soap container of PTMT fixed withand including Chromium plated brassscrews and wooden/plastic cleats. (Minimum weight 105gms) completeall as specified and directed. 73 S&F towel rail 600mm long of PTMT fixed with and including CP brass screws and wooden cleats having min weight 190 gms complete all as specified and directed. 74 S&F rotational moulded polyethylene water storage tank, white in colour triple layer construction, ISI mark (cylindrical vertical with closed top) hoisted and fixed in position with and including 20 mm dia Ball valves highpressure of PTMTwithepoxy coatedAluminiumrod&highdensity plastic ballscrewed for iron pipeand fixed.(Minimumweight 15mm-142gms/ 20mm-210gms./ 25mm-455gms/ 40mm- 690 gms),20 mm GI pipe medium grade washout pipe 450 mm long with plug and 20 mm dia GI pipe medium grade overflow pipe 600 mm long with fittings, of following capacity of tank completeall as specified and as directed:- 75 Capacity 1000 Ltrs 76 S&Fof hat pegs, aluminium solid body, 125mm to 175 mm complete all as specified and directed. 77 Returning, filling in ,soft/ disintegrated rock including spreading, levelling, watering and well ramming in layers not exc 25 cm.complete all as specified and directed. 78 Removal of excavated materialto a distance nexc. 50 Mtr and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. 79 Removal of surplus soft/disintegrated rocks to a distance nexc. 50 Mtr and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. 80 Removal of surplus soil to a distance exc. 250 Mtr nexc. 500 Mtr and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. 81 Spreading and levelling in layers n exc 25 cm thick and well ramming including watering as required complete all as spd 82 M&L concrete bed to drain pipes in PCC (1:4:8) type D2 (using 40mm graded stone aggregate) including packing under and haunching against the sides of pipes after they are laid on slope and tested for 150 mmbore sewer pipe line complete all as specified and directed. 83 M&L for 15mm thick plastering on fair faces of brick wall in two layers, Ist layer 10mm thick CM (1:6), and IInd layer 5mm thick CM (1:4), surface finished even and fair mixed withWPC (liquid type) as per manufacturer instruction complete all as specified and directed.Note :- WPC (Liquid type) shall be measured and paid separately as supply only. 84 Supply only WPC integral water proofing compound (Liquid type) complete all as specified and directed. 85 M&L for precast RCC (1:2:4) type B1, (using 20mm graded stone aggregates) as in cover slab (for manholes) and set in CM (1:4) including necessary fair finish formwork complete all as specified and directed. 86 M&L for mild steel TMT bars as in reinforcement, 10mm dia and over cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 87 S&F cast iron (Spun pipe) soil, waste and vent pipes in any length with or without ears, with cement joints laid in trenches or in floor for following bore of pipes complete all as specified and directed:- 88 100mm bore (spun pipe) 89 M & L for PCC type C2 (1:3:6) (using 40mm graded stone agg ) as in surface channel or drain or benching in manhole complete incl. necessary form work all as specified and directed. 90 S& F powder coated mild steel Personel locker unit of size 1140x450x380mm of size and thickness of 0.8mm including lebel holder,HDPE plastic handle, and 04 Nos levelling screws/stands with complete all as specified and directed. 91 S&F harrison rails, mild steel, chromium plated with fixing brackets, stops, rollers etc. complete all as specified and directed. 92 S & F Brass knobs 35-40mm dia complete specified and directed. 93 M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, and in shelves complete all as specified and directed. 94 M&L Formwork to edges of concreteflats, treads, breaks in floors,window cills, concrete rail ings, openings in concretewalls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similarwork exc 10cm but n exc 20cm widecomplete all as specified and directed. 95 M&L for formworkfor rough finish to soffits of suspended slabs such as roof slabs, floor slabs, landing slab and similar work, not exceeding 200mm thick complete all as specified and directed. 96 M&L for mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape required including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming complete and all as specified and directed. 97 M&L for 19 mm thick prelaminated particle board, interior grade, ISI marked, pre laminated one side with decorative choice lamination and other side balancing white laminationsuitable fixed with screws to timber frame workcomplete all as specified and as directed. 98 M&L for 10 mm thick plastering on other than fair faces of bricksurface in CM (1:6) surface finished even and smooth without using extra cement complete all as specified and directed. 99 S&F continuous (piano) brass hinges, width of flaps (when open) 30mm complete all as specified and directed. 100 S&F 100mm Hasp and staple, mild steel, wire type, stove enamelled black, including bolt to hinge plate and fixed with screwscomplete all as specified and directed. . 101 M&L for preparing old decorated plastered or unplastered surfaces of wall, pillasters, cornices etc and applying one coat of oil emulsion distemper complete all as specified and as directed. 102 M&L for preparing old decorated plastered or unplastered surfaces of wall, pillasters, cornices etc and applying one coat of plastic emulsion distemper complete all as specified and as directed. 103 M&L for preparing newly plastered surfaces of wall and applying/ finishing walls with Acrylic Smooth exterior paint of required shade with Twocoat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per manufacturer instruction complete all as specified and directed. 104 S&F Pre-painted galvalume aluminum zinc coated GI based corrugated steel sheet 0.50mm thick of any colour, having tensile strength of 550 Mpa, AZ-150 as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. 105 S&F 0.63mm thick Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 fixed with L-type or J-type or cranked hook bolts in roof, wall etc complete all as specified and as directed. 106 S & F Aluminium section frame work in ACP Cladding complete all as specified and as directed 107 S&F rolled mild steel section for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc., conforming to Fe-410-W(Gde-E-250) quality-Acomplete all as specified and as directed.Note : The rates quoted allow for cutting to dead length where required, notching, drilling, fitting, riveting and/or welding or connecting with bolts and nuts (including rivets or bolts and nuts), providing and fitting angle cleats, fish plates, gusset plates etc., also for wedging, plumbing, truing up and fixing complete. 108 S & F Plates (Plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed. 109 Erection Fixing only (Retrieved Material will be reused) of roof trusses (framed), trussed, purlins, and fastenings and heavy framing(Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. Note : Erection fixing with old section and making the surface smooth as per its original 110 Erection Fixing only (Retrieved Material will be reused) Plates (Plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed. Note : Erection fixing with old section and making the surface smooth as per its original 111 M & L preperation of old steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified 112 S & Fin Repair of20-22mm dia of neck MS Screw bolts(Machine made ) with hexagonal or square heads at one end and screwed at other end or both end, and screwed end to be fitted with washer and one hexagonal or square exc 30cm long etc complete all as specified anddirected. 113 M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in columns, pillars, piers, posts and struts complete all as specified and directed. 114 M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in Chajjas complete all as specified and directed. 115 M&L for RCC (design mix) M-25 (using 20mm graded stone aggregates) as in floor/ roof beam, cantilevers, lintel over 1.5m span complete all as specified and directed. 116 M&L for formwork for rough finish to sides of pillars, posts, struts, piers, columns and stanchionscomplete all as specified and directed. 117 M&L for formwork for rough finish to chullah hoods, chajjas, troughs and similar items including edges complete all as specified and directed. 118 M&L for formwork for rough finish to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etccomplete all as specified and directed. 119 M&L for mild steel TMT bars 5 to 10mm dia bars as in stirrups cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 120 M & L for preperation of newly plastered surface of internal wall by application of 1mm thick wall care putty to remove the dent and to make the surface even and smooth by grinding or rubbing with sand paper and applying two coats of acrylic distemper over a coat of primer using roller all as specified and prescribed by manufacture of paint and as specified and directed. 121 M&L of water proofing treatment to non-accessibleroof slabwith APP based modified polymeric membrane as per manufacturer’s instructionswith following course of description below :- (a)Applying a priming coat of industrial bitumen 85/25 at the rate of 1.2 kg per sq.m, till the surface is properly impregnated.(b) Providing APP based 5 layer polymeric membrane minimum weighing 3 .0Kg/ Sqm and minimum 3 mm thick reinforced with polyester non-woven fabric (weight not less than 150 gms/sqm) centre core, laid on primed surface by forced applications as per the manufacturers instructions with side over lap of 75 mm and end overlap of 100 mm. All overlap joints shall be sealed thoroughly by thermo fusing both the membrane layer (torching overlap by propane or butane gas torch ) and sealing it with the help of hot trowel. The overlap joints shall be made as a monolithic layer(c) Apply two coat of bituminous aluminium paint @ 0.20 Kg/Sqm over APP membranceNote : 1. The work of water proofing treatment shall be got executed through authorised applicator of the manufacturer only and 10 year company back warranty to be submitted by contractor 2. The work is required to be carried out at non-accessibleroof slab for double storeyed.The contractor shall make arrangement of scaffolding, safety and security of workers and arrangement for approach to roof . The rates quoted shall deemed to be included for these items.) 122 S & F for Anodised aluminium snap grid size (605mmx605mm) frame work for false ceiling with Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified. 123 M & L for Exposed metal frame ceiling with 6mm calcium silicate board of siliceous and calcareous material reinforced with cellulose fibre for fixing in 600 mm x 600mm grid (Frame work for ceiling shall be measured and paid separately) complete all as specified. 124 Fixing for Exposed metal frame ceiling with 6mm calcium silicate board of siliceous and calcareous material reinforced with cellulose fibre for fixing in 600 mm x 600mm grid (Frame work for ceiling shall be measured and paid seperately) complete all as specifiedNote : Board obtained from dismantling are 60% reused 125 Aluminium panel (Total 4 mm) shall be composed of non combustible polyethylene core (3 mm) laminated and sandwitched between two fine aluminium sheets (0.5mm). The external aluminium surface shall be coated with superior quality PVDF resin coating (22 to 28 micron) to ensure durability, stability, corrosion and weather resistance. The inside aluminium surface shall be polyster coated ensuring smooth surface as per manufaturers instruction, using 2 x 1plain rectangular tube. Depending upon site condition and as approved by GE colour will be selected, 3M Adhesive tape, weathering sealent and quality hardware.Panel of 1220mm x 3660mm and 1220 x 3050mm Frame work shall be made, matching to the elevation and rigidly fixed to the building by means 3M tape. all the joints of the ACP sheet shall be finished with weatherproofing DOWCORNING 789 sealant as per manufaturers instructions. 126 M & L for Non skid white ceramic tiles 7 to 8mm thick, (square/rectangular) area of each tile exceeding 0.06 sqm but n.exc 0.11 Sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match, over and including 15mm thick screed bed in cement and sand mortar 1:4 complete all as specified and as directed 127 S&F galvanised steel water tubing (GI pipe), medium grade with all fittings (ISI Marked) and fixed to wall, floor and ceiling or laid in trenches of following bore complete all as specified and as directed :- 128 15mm bore 129 20mm bore 130 25mm bore 131 50mm bore 132 S&F stop valve, cast copper alloy with crutch handle, screwed for iron pipe or for brass ferrule and fixed of following size complete all as specified and directed:- 133 15mm bore 134 20mm bore 135 S&F 15 mm bore bib taps, cast copper alloy CP with crutch handle, screwed for iron pipe or for brass ferrule and fixed complete all as specified and directed. 136 S&Fshower rose 125 mm size chromium plated with or without swivel joints, any size, including fixing to15mm GI pipe or union complete all as specified and directed. 137 S&F15 mm bore hot & coldbasin mixer, cast copperalloy, with capstan heads, chromium plated, Fancy type screwed down for pipe,high pressure, screwed for iron pipe complete all as specified and directed. 138 S&F PVC connection 15 mm size with PTMT nut of following length complete all as specified and directed :- 139 450mm 140 S&F gun metal globe or gate valves, (ISI marked), with iron wheel head, screwed both ends for iron pipe and fixed, for following bore complete all as specified and directed:- 141 15 mm Bore 142 25 mm Bore 143 50 mm Bore 144 Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil comlete all as specified and directed. 145 Excavating over areas, n exc 1.5m deep and gettingout in soft/ loose soil complete all as specified and directed. 146 Excavating over areas, in following depth and gettingout in soft/ disintegrated rock complete all as specified and directed :- 147 Depth not exc 1.5m deep 148 Excavating in trenches nexc 1.5 m width and nexc 1.5 m in depth for foundation etc / for laying of cable/ pipe etc nexc 10 sqm on plan and nexc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. 149 Excavating in trenches nexc 1.5 m width and nexc 1.5 m in depth for foundation or for shafts, well cesspits, manholes etc / for laying of cable/ pipe etc nexc 10 sqm on plan and nexc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed. 150 M & L for cement concrete work in pavement/hard-standing of flexural strength 40kg/ per square centimeter in field using 400 kg of cement per cubic meter, thickness of concrete 25 cm or less complete all as specified and directed. 151 M&L for forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade A complete all as specified and directed. 152 M&L for spike rolling to surface or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed. 153 M&L for continuous brick edging; with burnt clay bricks of sub class B with width equal to the depth of the brick; laid dry on end vertically in groundincl all earth work complete all as specified and directed. 154 M&L for 75 mm thick PCC (1:4:8) type D2, (40 mm graded stone agg) as in sub base of hardstanding/ footpath complete all as specified and directed. 155 M & L for 80 mm thick rubber moulded machine pressed precast concrete interlocking paver block with grey cement & no pigment any shape and size confirming to IS-15658-2006 of M-40 Grade as in floor etc, complete all as specified and directed. 156 M&L concrete bed to drain pipes in PCC (1:3:6) type C2 (using 40mm graded stone aggregate) including packing under and haunching against the sides of pipes after they are laid on slope and tested for 150 mmbore sewer pipe line complete all as specified and directed. 157 S & F of 150 mm bore reinforced concrete pipe class NP3 laid, jointed with collar with and including one coller for each length of pipe complete all as specified and directed. 158 M & L for brickwork with fly ash bricks, straight or curved on plan exc. 6.00 m mean radius, built in cement mortar 1:6 complete all as specified and directed. 159 M&L for PCC (1:2:4) type B-1, using 20mm graded stone aggregates, as in kerb/ benching/ coping, bed plates, for fixing of hold fast,water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed. 160 M & L for 15 mm thick rendering in cement mortar 1: 4 using WPC @ 3 % by weight of cement on fair faces of bricks walls including finishing the surface even and smooth without using extra cement complete all as specified and directed. (NOTE: - WPC shall be measured and paid separately under respective item as Supply only.) 161 M & L for 15 mm thick rendering on other than fair faces of brick work or stone masonry surfaces with cement mortar 1:6 finished even and fair complete all as specified and directed. 162 Supply only WPC integral water proofing compound complete all as specified and directed. 163 Construction of 50 users septic tanks including excavation in soft/loose soil, PCC 1:2:4 in foundation, brick work in CM 1:4, RCC M-30 slab cover including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforcement cover with angle iron frame vent shaft and sludge chambers etc. complete all as specified and directed, (Ref TD-217 Sh 1/7 to 7/7). 164 Construction of soakage well 1.2m dia and 3.0m deep, excavation and earth work in soft/loose soil, PCC (1:3:6) using 40 mm graded stone aggregate in foundation, honey comb brick work in CM (1:4), RCC M-25 as in slab, complete all as specified and directed (Ref TD-309 Sh 1/4 to 4/4). 165 M&L for PCC (1:3:6) type C1 (Using 20 mm graded stone aggregate) as in coping, roof kerb, cill, bed block, block for insertion of hold fast of door and window with and including formwork complete all as specified and directed. 166 M & L for 10 mm thick rendering in cement mortar 1:4 on fair faces of bricks walls including finishing the surface even and smooth without using extra cement complete all as specified and directed. 167 M & L for 15 mm thick rendering in cement mortar 1:4 on other than fair faces of bricks walls including finishing the surface even and smooth without using extra cement complete all as specified and directed. 168 M&L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, stone masonary work built in CM (1:6) complete all as specified and as directed. Note :- Only quantity of PCC bond stone to be deducted from quantity of random rubble masonary. 169 M&L for Precast PCC (1:3:6) type C-1, using 20mm graded crushed stone aggregate as in bond stones in lieu of stone bond stones, set in cement mortar (1:6), complete all as specified and directed. 170 M&L for stone boulder or broken stone hand packing (Any thickness)at back of wall over arches etc and raising (or lowering) to the required level, complete all as specified and as directed. 171 M&L for raised pointing in cement mortar (1:4) to random rubble masonary uncoursed or brought upto course complete all as specified and directed. 172 Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surfacae not exceeding 40mm to face stone for Lime or sand stone and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto course complet all as specified and directed. 173 S&F PVC (SWR) pipes single socketed in any length with rubber ring joints and laid in trenches or in floor of following size complete all as specified and as directed :- 174 110 mm bore 175 M & L for concrete bed in PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in bedding for drain pipes including packing under and completely surrounding pipes with concrete after they are laid & tested in for 110 mm bore pipe complete all as specified and directed. 176 S&F PVC (SWR) pipes single socketed in any length with rubber ring joints and fixed to wall of following size complete all as specified and as directed :- 177 110 mm bore 178 Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed. 179 M&L for RCC (design mix) M-25 (20mm graded aggregates) as in walls, retaining wall, basement wall etc.complete all as specified and directed. 180 M & L for 15 mm thick rendering in cement mortar 1:4 on fair faces of bricks walls including finishing the surface even and smooth without using extra cement complete all as specified and directed. 181 M & L for black bituminous paint to surfaces of any description wood, steel, Iron, concrete, brick, stone etc., exceeding 10 cm in width or girth complete all as specified and directed. 182 M & L for applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg per sq.m including cleaning surfaces complete all as specified and directed. 183 Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches, pillars,etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. 184 Dismantling structural steel work including doors, gates, ladder and framed work of watch tower etc complete all as specified and directed. 185 Dismantling of plain or corrugated steel sheeting, any gauge, thickness in roof coverings complete all as specified and directed. 186 Demolition of PCC in ground floorand pavings not exc 15 cm thickness below or above ground levelincluding removal of rubbish out side MOD land complete all as specified and directed. 187 Demolition of RCC n exc 15cm thick (below or above grong level) including cutting of reinforcement to facilitate demolition complete all as specified and directed. Note : Reinforcement obtained from demolition will be considered credit Sch as scrap iron. 188 Taking down chowkhats or frames with shutters ( without taking off shutters from the frames) of following size complete all as specified and directed:- 189 Area not exc 1.5 sqm each 190 Area exc 1.5 sqm but not exc 4 sqm each 191 Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. 192 Dismantling of wall and ceilingboards ( fibre, pulp insulation etc.) or insulation boards/ slabs/ blankets of any thickness, including cover fillets complete all as specified and directed. 193 Demolition of reinforced cement concretein Valley Gutter,Column etc andremoving unserviceable material out side cantt area complete all as specified and directed.. 194 Dismantling of ACP Sheet complete all as specified and as directed. 195 S&F connecting & testing distribution board of sheet metal enclosures double door, IP-43, 240V, for using MCBs / MCB isolators with having tinted copper bus bars suitable for 200 Amps ratinghaving following capacity complete all as specifiedanddirected 196 DB SPN, 12 way 197 DB SPN, 8 way 198 S&F MCB single pole with thermal over load as well as magnetic short circuit tripping device with quick break trip free mechanism, robust design and terminals having heat resistant moulding suitable for single phase circuit of 240 volts and 6 to 32 Amps current rating , B Series, 10 KA complete all as specifed and directed. 199 S&F MCB Single pole and Neutral with thermal over load as well as magnetic short circuit tripping device with quick break trip free mechanism, robust design and terminals having heat resistant moulding suitable for single phase circuit of 240 volts and 6 to 32 Amps current rating , C Series, 10 KA complete all as specifed and directed. 200 S&F MCCB three pole and Neutral with thermal over load as well as magnetic short circuit tripping device with quick break trip free mechanism, fix type suitable for three phase circuit of 430 volts of current rating 63/100 Amps, C Series, 16 KA breaking capacity suitable for TPN DB 4/6/8/12 way complete all as specifed and directed. 201 S&F LED fitting 18/20 Watt, 230V,1200 mm long, Surface mounting, withintegrated electronic driver high transcluent frosted diffuser, bipin holders, connector block, etc. complete with all accessories internally pre-wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size complete all as specified and directed. 202 Dismantling / taking down and S&F LED 2x2 feet squarefitting 2x18 Watt, 230V,false ceiling mounting, withintegrated electronic driver high transcluent frosted diffuser, bipin holders, connector block, etc. complete with all accessories internally pre-wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size complete all as specified and directed. 203 Supply & Fixing Lamp holder/Batten holder with PVC/Polycarbonate body angular/straight fixed on plastic laminated sheet cover round shape 3 mm thick including 01 No LED 10 W suitable for 230 V complete all as specified and directed. 204 S&F Exhaust fan 250 mm sweep PVC bodywith louver shutter complete including M&L for providing/cutting the round hole of required size in wall finishing the same supply and grouting the ragged bolts in wall, fixing the frame on the exhaust side (outer surface of the wall) and connecting with and including PVC insulated three core 23/0.0076 copper cable, rubber insulated from ceiling rose to exhaust fan motor and writing MES No with black synthetic enamel paint 2.0 cm high complete all as specified and directed. 205 S&F heavy duty Exhaust fan 450 mm sweep metal body, double ball bearing with louver shutter complete including M&L for providing/cutting the round hole of required size in wall finishing the same supply and grouting the ragged bolts in wall, fixing the frame on the exhaust side (outer surface of the wall) and connecting with and including PVC insulated three core 23/0.0076 copper cable, rubber insulated from ceiling rose to exhaust fan motor and writing MES No with black synthetic enamel paint 2.0 cm high complete all as specified and directed. (Note:- Exhaust fan to be connected by submain wiring 1.5 sqmm catered in separate item of the schedule). complete all as specified and directed. 206 S&F LED linear mirror light Aesthetically designed, Provided with a high output PMMA diffuser for glare free light 7 watt. Dimension: 300 mm. incl lamp etc. complete with all accessories in and including connecting up with twin core twisted flexible copper conductor cable with suitable size copper wire complete all as specified and directed. 207 M&L Sub main wiring with 2 single core 1.5 sqmm, PVC insulated PVC unsheathed stranded copper conductor cable in and including PVC concealed/surface conduit,25 mm or higher dia. ISI marked, medium grade complete with all conduit accessories/ fittings including extension earth wire with 1x1.0 Sqmm single core PVC insulated, unsheathed copper cable fixed along with sub main in PVC conduit and connecting to earth dolly with all fixing material complete all as specified and directed. Note :- Two run of 1.5 sqmm & one run of 1.0 sqmm copper cablemeasured as one unit.Note:- Two light points will be controlled by one way switch 5 Amp in false ceiling of 7 mtr height in hall. 208 M&L Sub main wiring with 2 single core 4 sqmm, PVC insulated PVC unsheathed stranded copper conductor cable in and including PVC concealed/surface conduit,25 mm or higher dia. ISI marked, medium grade complete with all conduit accessories/ fittings including extension earth wire with 2.5 Sqmm single core PVC insulated, unsheathed copper cable fixed along with sub main in PVC conduit and connecting to earth dolly with all fixing material complete all as specified and directed. Note :- Two run of 4.0 sqmm & one run of 2.5 sqmm copper cablemeasured as one unit.complete all as specified and directed. 209 Sub main wiring with 2 single core 6 sqmm, PVC insulated PVC unsheathed stranded copper conductor cable in and including PVC concealed/surface conduit,25 mm or higher dia. ISI marked, medium grade complete with all conduit accessories/ fittings including extension earth wire with 4 Sqmm single core PVC insulated, unsheathed copper cable fixed along with sub main in PVC conduit and connecting to earth dolly with all fixing material complete all as specified and directed. Note :- Two run of 6.0 sqmm & one run of 4.0 sqmm copper cablemeasured as one unit. 210 Supply & fix LED street light 48 watt made up of pressure die cast aluminium housing with toughned glass and individual high power LEDs with secondary optics with IP 66 protection, impact resistance of IK07 & 10 KV external SPDincluding cost of GI pipe, bracket, clamps, nut & bolts etc required for fixing of fittings complete all as specified and directed. 211 S&F blanking plate complete all as specifed and directed. 212 M&L for earthing complete with galvanised steel earth plate electrode 600x600x6mm thick burried directly in ground. ( earth pit not less than 2.25 mtr depth below ground levelat any type of strata ) with top edge of the earth plate not less than 1.5mtr below normal ground level surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15cm all around the plate. connected by 4mm GI Wirecheck nuts, washers including concrete chamber of PCC 1:3:6 type C-1 using 20mm graded stone aggregate with fair finish, internal surface of concrete chamber shall be given internal dia 300mm x300mm, 15mm thick plaster in CM 1:4 funnel with wire mesh, RCC pit cover of 320x320x80mm size (1:2:4) Type B1 using 20mm graded stone aggregate rainforced with XPM all as shown in electrical plate No 3 of MES SSR Part-1(2009) and specified including and provision of GI strip upto 7.5 mtrs long with 15 mm dia medium grade GI pipe protection and watering pipe of GI 20 mm bore, medium grade, including all exavation and earth work and connecting the earthing strip to panel, including testing on completion complete all as specified and directed by Engr-in-charge. Note:- (i) RCC pit cover shall be precast of RCC(1:2:4) type B1, 80mm thick rainforced with XPM weighing not less than 4kg/sqm in lieu of CI cover.(ii) Cost of additional GI strip more than 7.5 mtrs will be measured and paid seperately under relevant items. 213 Taking down carefully by unscrewing from boards/ outlet boxes, fittings and fixtures such as switches, sockets, ceiling roses, lamp holders, brackets, ceiling fittings, bulk head fittings, tube light fittings and regulators, etc. for reuse at site or carrying to the store (To be measured only when found serviceable in all respects complete. 214 Fixing only LED 2x2 feet squarefitting 2x18 Watt, 230V,false ceiling mounting, withintegrated electronic driver high transcluent frosted diffuser, bipin holders, connector block, etc. complete with all accessories internally pre-wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size complete all as specified and directed. 215 Dismantling and taking down u/s sub-main wiring/service wire of any size including wooden batten / PVC Conduit etc and making good the disturbed surfaces of wall/floor to match with the existing wall/floor etc. complete all as specified & as directed. 216 S & F switch Modular single pole,one way 6 Amps , 1 module,230 volts, 50 hzcomplete all as specified and directed. 217 S&F ceiling rose 65 mm 3 terminal / PVC/ polycarbonate, isolated body complete all as speccified and directed 218 M&L for sand cushioning with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cablecomplete all as specified and directed.Note:- Punned thickness shall be considered for payment purpose. 219 Supply and laying cable protection bricks, common burnt clay sub class B designation 75 for protection of UG cable laid in trenches with axis of the bricks perpendicular to the axis of the cable complete all as specified and directed. 220 Supply laying, testing and commissioning of 1100 volts grade XLPE insulated PVC sheathed steel armoured alluminium stranded conductor LT UG cable (conforming to IS 1554) in trenches /ducts /through RCC pipes under roads of size 4 core 25 sqmm complete all as specified and directed.
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Contract Value:
1.46 Crore
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Contract Date:
20-Mar-2026
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Contractor Name:
DHSGroup
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View Tender Results
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150.
Military Engineer Services
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Maharashtra
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BRR:9843625
Tender For Welcome Maintenance To Officer Md Accn, Periodical Services To JcoS And OrS Md Accn And Cetain Otm Accn At Fort Area Nagpur Under Ge Kamptee And Repair/Replacement Of Hard stanind, Paver Block, Compound Wall And Wall Cladding And Other Misc B/R Works At Fort Area Nagpur Under Ge Kamptee
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Contract Value:
36.51 Lakhs
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Contract Date:
18-Mar-2026
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Contractor Name:
M/s Rahul Traders
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151.
Military Engineer Services
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Karnataka
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BRR:9843623
Provision Of 02 X Nos Storage Shed Path Interlocking Paver Block In Bldg No P 537 P 538 And P 554 Area Provision Of 02 X Nos Storage Shed Path Interlocking Paver Block In Bldg No P 537 P 538 And P 554 Area Under Ge M Af Jalahalli
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Contract Value:
49.46 Lakhs
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Contract Date:
18-Mar-2026
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Contractor Name:
SRI MAHALAKSHMI CONSTRUCTIONS
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152.
Rural Development Department
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Maharashtra
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BRR:9843465
Tender for Providing Paver Block (In Tanda Vasti- Hatkar Vasati) At. Village Kandlay Bk Tal. Dist. Dhule
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Contract Value:
10 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
Nikhil Sandeeprao Thakare
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153.
Public Works Department
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Tripura
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BRR:9843358
Tender for Maintenance Of Road From Damcherra-Khedacherra Road To Borai(Mizoram Border) From Ch.0.00Km To Ch.1.10Km(Total Length= 1.10Km) Under Damcherra Sub-Division, Pwd(R&B) During The Year 2025-2026/Sh:- Earth Work, Wbm-Iii,Rcc Work, Paver Block Etc.
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Contract Value:
16.87 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
Nilkanta Das
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154.
Public Works Department
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Tripura
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BRR:9843357
Tender for Maintenance Of Road From Td Road To Assam Border From Ch.0.785Km To Ch.1.10Km(Total Length=0.315Km) Under Damcherra Sub-Division Pwd(R&B) During The Year 2025-26. Sh- Earth Work, Wbm-3, Paver Block Etc.
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Contract Value:
16.88 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
Nilkanta Das
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View Tender Results
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155.
Public Works Department
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Tripura
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BRR:9843356
Tender for Maintenance Of Road From Td Road To Assam Border From Ch.0.47Km To Ch.0.785Km(Total Length=0.315Km) Under Damcherra Sub-Division Pwd(R&B) During The Year 2025-26. Sh- Earth Work, Wbm-3, Paver Block Etc.
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Contract Value:
16.89 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
Nilkanta Das
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View Tender Results
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156.
Public Works Department
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Tripura
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BRR:9843353
Tender for Maintenance Of Agartala Town Road During The Year 2026-27/ Different Roads In And Around N.S Road, Central Road & Embankment Road Area Under The Jurisdiction Of Central-Iii Sub-Division/ Sh: Maintenance Of Bituminous Surface Road, Paver Block Work Etc.
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Contract Value:
21.71 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
Bishal Sarkar
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View Tender Results
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157.
Public Works Department
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Maharashtra
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BRR:9843057
Tender for 1. Construction Of Bio Waste Pit And Shet At Rural Hospital At Harsul Tal. Trimbakeshwar Dist.Nashik 2. Providing Paver Block At Rural Hospital At Harsul Tal. Trimbakeshwar Dist.Nashik 3. Repairs To Toilet And Bath At Rural Hospital At Harsul Tal. Trimbakeshwar Dist.Nashik 4. Providing Chain Link Fencing On Existing Compound Wall And Construction Of Compound Wall At Rural Hospital At Harsul Tal. Trimbakeshwar Dist.Nashik 5. Repairs To Post Mortem Room And Premises At Rural Hospital At Harsul Tal. Trimbakeshwar Dist.Nashik 6. Providing Drainage Line At Rural Hospital At Harsul Tal. Trimbakeshwar Dist.Nashik
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Contract Value:
72.55 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
SAGAR BHASKAR KOLHE
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158.
District Magistrate
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West Bengal
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BRR:9842921
Package including 18(Eighteen) Nos Schemes (1) INSTALLATION OF SOLAR DRINKING WARER SYSTEM AT HARIRHAT PRY SCHOOL,(2)CONSTRACTION OF PAVER BLOCK ROAD FROM HOUSE OF KAMUD BARMAN TO HOUSE OF PUSPEN BARMAN PASCHIM PARA,(3)CONSTRUCTION OF CC ROAD FROM THE HOUSE OF HITEN KARJEE TO SHANI MANDIR KARJEE PARA WITHIN BOOTH NO 148 AND (4)CONSTRUCTION OVER HEADED DRINKING WATER AT HARIRHAT HEALTH SUB CENTER,(5)CONSTRUCTION OF CC ROAD SHASHAN GHAT 30 MTR (6)CONSTRUCTION OF CC ROAD H/O CHINU BARMAN TO H/O NAMITA BARMAN WITHIN BOOTH NO 149 AND (7) PCC Road construction from the house of Jagadish Barman to house of Dinesh Barman ,(8) PCC Road construction from the house of Jiban Krishna Barman to house of Ananta Barman ,(9)Repairing of Tin Shade and Toilet of Madhya Bhandijalas Primary School (10) PCC Road construction from the house of Bhim Chandra Barman to Dilip BarmanWITHIN BOOTH NO 150 WITHIN BOOTH NO 152 WITHIN BAROKODALI-I GRAM PANCHAYAT UNDER TUFANGANJ-II PANCHAYAT SAMITY
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Contract Value:
26.18 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
CHANDAN DAS
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159.
Haryana Urban Development Authority
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Haryana
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BRR:9842828
Tender for Providing And Laying Of Interlocking Paver Block, Kerbs, Dismantling Of Kerbs Complete In All Respect Near House No.933 To 929 In Sector-8, Panchkula. (A/Mtc. Of P.H. Services In Sector-1 To 21 And I/A Ph-I And Ii, Panchkula)
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Contract Value:
1.68 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
AVTAR SINGH
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160.
Kolkata Municipal Corporation
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West Bengal
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BRR:9842669
Tender for Development Of Common Passage By Paver Block With Ancillary Work At 16/1H/2 Armenian Street In Ward No-42
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Contract Value:
1.98 Lakhs
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Contract Date:
11-Feb-2026
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Contractor Name:
CHATTERJEE CONSTRUCTION
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161.
Kolkata Municipal Corporation
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West Bengal
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BRR:9842668
Tender for Improvement Of Connecting Passage Of Amartalla Lane And G. C. Dhar Ln. With Paver Blocks By Side Of 4/1, 4C G. C. Dhar Ln With Related Ancillary Works In Wd No- 42.
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Contract Value:
6.93 Lakhs
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Contract Date:
14-Feb-2026
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Contractor Name:
BISWANATH BISWAS
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View Tender Results
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162.
Public Works Department
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Puducherry
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BRR:9842649
Providing And Laying Paver Block At Central Zone Water Supply System Campus In Karaikal
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Contract Value:
10.85 Lakhs
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Contract Date:
20-Jan-2026
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Contractor Name:
PRABAKAR M
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163.
Town Panchayats
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Tamil Nadu
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BRR:9842606
Erode District_Nerinjipettai Tp_15Th Finance Commission Tied Grant_2025-2026 2Nd Installment Providing Paver Block Road With Drain At Ward No.3 Sidhaiyan Nagar And Ward No.9 Nadumariyamman Kovil Street In Nerinjipettai Town Panchayat
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Contract Value:
6.68 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
K.S.CONSTRUCTIONS
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View Tender Results
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164.
Municipal Adminitration And Water Supply Department
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Tamil Nadu
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BRR:9842575
Tender for Providing Stone Pitching And Paver Blocks Lighting Arrangements, Fencing At Chithu Kulam In Ward 12
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Contract Value:
10.80 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
SRI ATHIRAN CONSTRUCTION
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View Tender Results
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165.
Municipal Adminitration And Water Supply Department
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Tamil Nadu
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BRR:9842574
Tender for Providing Stone Pitching And Paver Blocks Lighting Arrangements, Fencing At Iyyan Kulam In Ward 47
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Contract Value:
12.55 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
SRI ATHIRAN CONSTRUCTION
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View Tender Results
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166.
rural development department
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Maharashtra
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BRR:9842475
Tender For Supply Of Material For The Construction Work Under Varios Scheme At Gp Rasa Ta Kalamb Dist Yavatmal , Cement , Brick , Crushed Sand , Natural Sand , Metal 20 Mm , Metal 40 Mm , Metal 80 Mm , Hard Murum , Steel 12/10 Mm , Steel 8 Mm , Paver Block , Cerimictiles , Iron Angel , Tina 10 + 12 , Pvc Pipe 90 Mm 4 Kg , Pvc Pipe 90 Mm 6 Kg , Pvc Pipe 75 Mm 4 Kg , Pvc Pipe 75 Mm 6 Kg , Gi Pipe , Door Wooden , Door Gi , Gi Grill , Window Sliding , Washable Oil Bound Distemper , Primer , Plastic Emulsion Paint , Synthethic Enamel Paint , Vetri Fide Tiles , Gate Iron , Birla Putyy , Switch Board ( 4 Pin )
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Contract Value:
65600.0
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Contract Date:
20-Mar-2026
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Contractor Name:
CHINTAMANI BUILDING MATERIAL SUPPLIER
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View Tender Results
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167.
Assam Rifles
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Nagaland
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BRR:9842019
Tender For Term Contract (Tc) For Repair/Maintenance Of Sentinel House Of Hq Igar(N) At Kohima; Builders Hardware & Joinary Items (Doors, Windows, Latches, Mortice Locks) 1. PVC,UPVC Door Window and Chowkhats Rajshri Plastiwood, Fenesta, Encraft, Supreme, Duroplast, H2O, Crown Industries 2. FRP Doors Syntex, Jain Wood Industries (Jayna), Delux Poly Fab 3. Factory made Wooden Panelled Flush Doors and Windows Kitply, Ambika Timber Woods, Premier Wood Crafts, Jain Wood Industries (Jayna) 4. Steel Roller Door/Shutters Dura Roof, Swastik Rolling, Metal King, Gandhi Automation Pvt Ltd, Decogrile, Wellroll 5. L-Drop, Latches, Hasp, Staples Dorset, Godrej, Kich,Ozone, Crown 6. Aluminum Anodised Powder Coated Doors,Windows,Frames,Partition Jindal, Kalco, Alpure, Crown, Hindalco 7. Float/Reflective Glass Saint Gobain, ASAHI, Modi Guard 8. Aluminium/Zinc Composite Panels Alcobond, Reynobond, Alcomax, Durabuild All Types of Plywoods, Veeners, Laminates, False Ceiling, Wooden Board Sheets, Wooden Floors 1. PVC False Ceiling Syntex, Armstrong, Duroplast, Rajshri Plastiwood, H2O 2. Gypsum Silicate Tiles in False Ceiling/Wall Lining Armstrong, Everest, India Gypsum, Aerolite, Hilux, Gyproc, Ramco Industries 3. Mineral fibre False Ceiling Gyproc, Armstrong, Llyod Insulation, Kingston, Aerostone 4. Plywood, Pre Laminate Plywood,Veenered Decorative Plywood,Fire Retardant Plywood Greenply, Kitply, Duratuff, Ecoboard, Decoboard 5. Veenered Plain Particle Board Greenply, Kitply, Duratuff, Ecoboard, Decoboard Sanitary Fittings and Fixtures 1. Wash Basins/EWCs/IWCs/Urinals ( Vitreous China) Grohe, Toto, Jaquar, Cera, Hindware, Parryware, Prayag Polymers Pvt Ltd, Somany, Duravit, Roca, Coronet 2. Concealed Cisterns Grohe, Toto, Jaquar, Cera, Hindware, Parryware, Prayag Polymers Pvt Ltd, Somany, Duravit, Roca, Coronet 3. Normal/Dual Flow Flushing Cisterns Grohe, Toto, Jaquar, Cera, Hindware, Parryware, Prayag Polymers Pvt Ltd,Somany, Duravit, Roca, Coronet 4. PVC/Acrylic Toilet Mirror Cabinet Saint Gobain, ASAHI, Modi Guard, Coronet 5. Chromium Platet Towel Ring,Towel Rack,Towel Rail,Soap Nitch, Tissue paper Holder Grohe, Toto, Jaquar, Cera, Hindware, Parryware, Prayag Polymers Pvt Ltd, Somany, Duravit, Roca 6. Toilet Seat Cover Grohe, Toto, Jaquar, Cera, Hindware, Parryware, Prayag Polymers Pvt Ltd, Somany, Duravit, Roca, Coronet 7. Shower Panel Grohe, Jaquar, Cera, Kohler, Hindware, Lauret, Coronet 8. Chromium Plated Bath Fittings and Fixtures Grohe, Toto, Jaquar, Cera, Hindware, Parryware, Prayag Polymers Pvt Ltd, Somany, Duravit, Roca, Coronet 9. PTMT Bath Fittings Polytuff, Cera, Prayag, Commander 10. Kitchen Steel Sink & Rack Jainco, Cera, Prayag, Coronet, Shakti , Silvershine, Nirali 11. HDPE/UPVC Tanks, Overhead Tanks, HDPE STP tanks, SMC panel Tank Sintex, Supreme, Prayag Polymers Pvt Ltd, Prince, Coronet All Types of Paints 1. Acrylic Washable Distemper/Oil Bound Distemper (Interior) Berger, Nerolac, Asian, Jenson & Nicholson, Dulux, Shalimar 2. Interior Acrylic Plastic Emulsion Paints Berger, Nerolac, Asian, Jenson & Nicholson, Dulux 3. Synthetic Enamel Paint Berger, Nerolac, Asian, Jenson & Nicholson,Dulux, Shalimar 4. Cement Based Paint Berger, Nerolac, Asian, Jenson & Nicholson, Snowcem 5. Exterior Acrylic Emulsion Weather Coat paints Asian, Dulux, Berger, Shalimar, Nerolac 6. French Polish Berger, Nerolac, Asian, Jenson & Nicholson 7. Thermoplastic Road marking Paint Asian (Apcomark), STP, Berger, Shalimar, Jenson & Nicholson 8. Water Based Road marking Paint Asian (Apcomark), STP, Berger, Shalimar, Jenson & Nicholson 9. Acid Resistant Paint Asian, Berger, Shalimar 10. White Cement/Wall Putty Birla White, Asian, Berger, Shalimar, JK White All Types of Wall and Floor Tiles 1. Vitrified tiles/Ceramic/Glazed Wall and Floor Tiles Kajaria, Somany, Asian Granito, Cera, Orientbell, Nitco Ltd, RAK Ceramics,Varmora, Quotone, Johnson 2. Precast Concrete Interlocking Paving/Chequred Paver Blocks Nitco, Mehtab Tiles, Ultra Tiles, Terra Firma, Nulite 3. Wooden Laminated Floor Tiles/Wooden Floor/Parquet Tiles Vista, Pargo, Armstrong&Bruce, Greenply 4. Acid Resistant Vitrified Tiles Johnson(Endura), Somany(Durastone), Kajaria, Duracrete 5. Wooden Laminated Flooring/Vinyl Flooring/Rubber Flooring Greenlam, Pargo, Action Tesa,Unitex, Epitome All Types of Pipes 1. UPVC/PPR/HDPE Pipes for Sewerage Jain Irrigation, Kisan, Prince, Supreme, Oriplast, Finolex, Diplast, Reliance, Tirupati, Prayag, Plasto, Astral, Dulet, Coronet 2. PVC Soil/Waste/ Rain Water (SWR) Pipe & Fittings Jain Irrigation, Kisan, Prince, Supreme, Tusker, Reliance, Oriplast, Prayag, 3. CI Centrifugally Cast (spun) Pipes & Fittings Neco Centri, Jindal, Tata Metallic, Srikalahsti Pipes Ltd, Singhal Iron Foundary, HEPCO, Keshav, Jai Balaji Industries 4. CI Pipes & fittings Electrosteel, Kesoram, Tisco, NECO, Kalinga 5. DI Pipes and fittings Jindal Saw Ltd, Electrosteel Casting Ltd, Tata metalics 6. ERW/ MS pipes/ GI Pipes Tata, Jindal Steel, Prakash, Zenith, Bansal, Swastik, BST, Neozone, Newzone Tubes Ltd 7. PPR Pipe SFMC, Prince, Finolex, Fusion Road Work 1. Bitumen of various VG-Grades Indian Oil, Hindustan Petroleum Corporation, Shell 2. Road Furnitures (Cat eyes,Blinkers,Delineators,Polycarbonate Convex Mirrors, Speed Breakers, Bollards 3M, Vertex, Alcolite, Cateye, Avery Denison, Shetal 3. Road Barricades/Metallic Crash Barriers 3M, Avery Denison, Shetal, Shakti
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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168.
Directorate Of Municipal Administration
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Maharashtra
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BRR:9840576
Tender for 1.Proposed Construction Of Sabhagruha In Front Of Mehar Baba Math At Tirthpuri 2.Construction Of Paver Block In Muslim Kabrasthan At Nagar Panchayat Tirthpuri 3.Construction Of U.G. Drain From Kisan Keskar House To Ulhas Pawars House Ward No 5 At Nagar Panchayat Tirhpuri Tq Ghansawangi Dist Jalna
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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169.
Maharashtra Housing And Area Development Authority
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Maharashtra
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BRR:9840543
Tender for providing and Fixing Paver Block & Construction Of Drainage Near Nagori Dairy, M. G. Road, Sukarwadi, Borivali (E)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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View Tender Results
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170.
Maharashtra Housing And Area Development Authority
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Maharashtra
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BRR:9840542
Tender for providing and Fixing Ladikaran Paver Block And Benches For Senior Citizens In Ward No.166, Jai Bhavaji Chowk, A.H.Wadia Road, Kurla Wadia Estate, Turdewadi, Alav Chowk, Bhoiwadi, Sonapur Lane Shingrewadi, Jai Bhavani Chowk, Sambhaji Chowk, Gholkarwadi, Masalawala Chawl
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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171.
Maharashtra Housing And Area Development Authority
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Maharashtra
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BRR:9840541
Tender for providing and Fixing Ladikaran Paver Block In Ward No.166 Shethe Ishwardas Haridas Bhaita High School Bailbazar, Beside Surrounding Of Kurla And Nar Shishu Vikas Mandir Education Complex, Bailbazar, Kurla
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Contract Value:
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Contract Date:
Refer Document
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172.
Rural Development Department
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Maharashtra
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BRR:9840513
Tender For Construction Of Samajik Sabhagruh, Beautification And Paver Block In Backward Wasti At.Vill.G.P.Kolwai Tq.Darwha Dist.Yavatmal
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Contract Value:
12.99 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
jay bhavani majoor kamgar sahkari sanstha lakhkhind
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Building Constructio (3)
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1.
Department Of Agriculture
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Maharashtra
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BRR:9864648
Construction Of Warehouse 260 Mt And Processing Shed 114.50 Sqm
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Contract Value:
48.67 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
Rajendra Pralhad Beldar
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2.
Department Of Agriculture
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Maharashtra
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BRR:9864644
Construction of Warehouse (2000 MT) & Machinery Shed (145 Sq.M.)-2 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m.beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering Including shoring and strutting etc. complete. (LIFT UPTO 1.5 M.) By Mechanical Means(PWD S.S.R. 22-23 Item Serial No.726 & Item No.21.02) 3 Excavation for foundation in Hard murum in cluding removing the excavated material upto adistance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means (PWD S.S.R. 22-23 Item Serial No.732 & Item No.21.08) 4 Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 cm to 20 cm thick including hand packing and compacting complete. Spec.No. : Bd.A.12 Page No. 264 ;(PWD S.S.R. 22-23 Item Serial No.757 & Item No.21.38) 5 Filling in plinth and floors with contractors material/ brought from outside and approved by Engineer in charge in layers of 15 cm to 20 cm including watering and compaction etc.complete. (PWD S.S.R. 22-23 Item Serial No.756 & Item No.21.37) 6 Providing and filling in the foundation with sand of approved quality including watering, compacting etc. complete. (PWD S.S.R. 22-23 Item Serial No.758 & Item No.21.39) 7 Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete ,with fully automatic microprocess or base dPLCwith SCADA enable dreversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc.complete. With fine aggregate (Crushed sand VSI Grade) (PWD S.S.R. 22-23 Item Serial No.732 & Item No.24.01) 8 Providing and laying in situ cement concrete of M-20 grade of trap / granite/quartzite/gneiss metal for R.C.C. worklike raft, grillages, strips, foundations and footings of R.C.C.columns and steel stanchions including bailing-out water manually, including centering formwork of plywood / steel, compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with cement morter 1:3 of sufficient minimum thickness to give a smooth and even surface or rougheningif special finish is to be provided and curing etc complete. (Excludingreinforcement) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) Spec.No.:Bd.F.2 Page No. 298 /IS 456 (1978) (PWD S.S.R. 22-23 Item Serial No.841 & Item No.25.11) 9 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD S.S.R. 22-23 Item Serial No.846 & Item No.25.31) 10 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD S.S.R. 22-23 Item Serial No.851 & Item No.25.50) 11 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. Finsof required thickness in positions shownonthe drawing oras per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD S.S.R. 22-23 Item Serial No.874 & Item No.25.31) 12 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. Slab as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD S.S.R. 22-23 Item Serial No.856 & Item No.25.70) 13 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (PWD S.S.R. 22-23 Item Serial No.876 & Item No.26.33) 14 Providing dry rubble stonepitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. (PWD S.S.R. 22-23 Item Serial No.109 & Item No.2.34) 15 Providing Brick masonry in cement mortal 1.6 using second Class Burnt Bricks in foundation and plinth of inner walls/ in plinth of external wallsincluding bailing out water manually, striking joints on unexposed faces ,watering and scaffolding complete Bd. G. 1, Page No.313, (PWD S.S.R. 22-23 Item Serial No.894 & Item No.27.01) 16 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete. (PWD S.S.R. 22-23 Item Serial No.897 & Item No.27.05) 17 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. (PWD S.S.R. 22-23 Item Serial No.968 & Item No.32.11) 18 Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing with hot dipzinc coating including fabricating glazing withplain/ obscuredglass pans5 mm thick and approved type quality and iron oxidized fixtures and fastening with guard square bars 12 mm 10 cm c/c and oil painting 2 coats etc. complete. (PWD S.S.R. 22-23 Item Serial No.1228. & Item No.39.30) 19 Providing and applying white-wash in one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming downetc. complete. (PWD S.S.R. 22-23 Item Serial No.1102. & Item No.36.02) 20 Providing and applying plastic emulsion paint of approved quality, colour and shade to old andnewsurfacesintwocoatsincludingscaffolding,preparingthesurface.(excludingthe primer coat)etc. complete. (PWD S.S.R. 22-23 Item Serial No.1112. & Item No.36.12) 21 Providing and fixing rolling shutter fabricated from steell at hsofminimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S.channel section of depth and thickness not less than 65mm and 3.15mm respectively with hold fastarr angements, M.S.Bracket plate 300x300x3.15mm minimum size and shape with square bar, suspension shaft of minimum 32mm diameter, hood cover of M.S. sheet not less than 0.9mm thickness and of any size attopand safety device sincluding mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade castir on or mild steel and one coat of redlead primer etc. complete.(I.S.62481979) (Without mechanical gear)(PWD S.S.R. 22-23 Item Serial No.1222 & Item No. 39.24) 22 Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumenetc. complete.(PWD S.S.R. 22-23 Item Serial No.1022 & Item No. 33.30) 23 Providing fine cementfinish1.5 mm thick overgreen plastersurface including scaffolding curing etc. complete.(PWD S.S.R. 22-23 Item Serial No.977 & Item No. 32.21) 24 ProvidingpreconstructionalantitermitetreatmentasperI.S.6313(Part-II)treatmentby treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos perOne Square Metre of vertical surface area covering 10 years guarantee on bond paper. 25 Providinginternalcementplaster12mm thickinsinglecoatincementmortar1:4without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. 26 Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. 27 Providing , fabricating, fixing in position M.S. Ladder as per drawing and design, one coat of red oxide primer and two coats of oil paint complete as per specificationsand as directed by the Engineer-in-Charge. 28 Providing andfixinglioghtening conductorsystem comprisingoferecting Air-Termination consisting of tubular copper rod of 25mm dia. 1.2 mm thick with multiple points head 1.2 mt. long(HeavyDuty)welded orclampedtoG.I.pipepoleBgrade50mm diaofrequiired lengthwithM.S.roundbnaseplate25Cmdiamand10mmthickatbottomembededin cement concrete 1:3:6 dfoundation of size 45 cm diam x 45 cm Height and providing earthing withcopperearthplateofsize60x60x0.3cmswithcadmiumplatednutboltstofix earthingstripburriedinspeciallypreparedearthpits1.5metrebelowgroundlevelwith 40Kilogramcharcoal and salt with altemate layers of charcoal and salt and G.I.pipe 40mm dia 2 meter length burried in earthe upto earthling plate remining portion above ground level for wateringandrefillingcomcpeteNote-Copperstripfropmlighteningconductorisnot considered in this item. 29 Providing stack line in oil painting complete as per drawing and design complete and as directed 30 STRUCTUREWORK 31 Supplying, fabricating, erecting and fixing in position of steel structures at all elevations using fusion welding quality steel E-350 (Fe490) conforming to IS:2062 - 2006. Rate shall include cost of cutting, welding, splice plates and packing plates, transporting,straightening, cleaning, fabricating and erecting in position welded/bolted Structural steelwork in columns, beams, trusses, purlins,platforms, ladders, monorails, staircases ,supports, strengthening of steel membersetc. at site to line and level, supply of approved bolts/nuts/washers etc. complete as per drawings includingpainting as per G4/G5/G6 before erection and all materials and labour charges etc., complete andincluding Sand blasting & painted with 1 coats of enamel paint (Berger EPILUX SG – HHI 664002) of 35-50 micron each coat with air less spray gun over a coat of zinc chromate primer - 35-50 micron etc., complete as shown in drawings, as per specifications and as directed by the Engineer-in-Charge / Construction Manager. (The rate quoted shall include cost of bolts,nuts, washers, welding and electrodes required for the complete work).(Mecanical SSR 2022-23) 32 Supplying, fabricating and erecting of Cold Formed Light Gauge structural steel members conforming to IS:801/ IS:811 hot-dip galvanised to IS:4759 - 96 including cutting, welding or bolting, splice plates and packing plates, transporting,straightening, cleaning, fabricating and erecting in position.(Mecanical SSR 2022-23) 33 Supply & Fixing of PPGI sheets of 0.5 mm thick as shown in drawing or as directed by engineer incharge with all necessary accessories.(Essar) Make)(Mecanical SSR 2022-23) 34 Supply & Fixing of 0.5 mm thk PPGL roof accessories as per drawing or as directed by engineer in charge.(Mecanical SSR 2022-23) 35 Supplying, fabricating and erecting in position PPGI Eaves Gutter of required size with stop ends,all fixing accessories, drop ends, etc., at all elevations levels & heights including aligning, leveling, providing and fixing bolts, nuts, washers etc., conforming to latest specification including straightening, cutting, welding, bending to shape, bolting etc., complete and as directed as per engineer incharge(Mecanical SSR 2022-23) 36 Providing and fixing of the rain water down take pipes of PPGI, the sectional area of rain water down take pipes provided shall be generally at the rate of 1 square cm per 70 to 80 square decimetre of roof area drained. No spout shall be less than 80 mm in diameter. The spacing of spouts shall be arranged to suit the position of openings in the wall including necessary accessories for fixing the pipe and including all materials and labour charges etc., complete as shown in drawings, as per specifications and as directed by the Engineer-in-Charge (Mecanical SSR 2022-23) 37 Supply & Fixing of turbo ventilator with 610 mm throat, having base ring & top plate in stainless steel of 0.8 mm thick, rotated using twin bearings of SKF - 600122 & 600322 permanently lubricated & sealed. Fixed in FRP base plate of 2mm thk clear 1.020mtr wide & 1.7 mtr long.(Mecanical SSR 2022-23) 38 Supply & Fixing of 2mm thkpolycarbonate sheets as per drawing & as directed by engineer in-charge.(Mecanical SSR 2022-23) 39 Internal Bituminous roads 40 Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . (PWD S.S.R. 22-23 Item Serial No.85 & Item No.2.07) 41 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum includingdressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.(PWD S.S.R. 22-23 Item Serial No.23 & Item No.2.11) 42 Supplying hard murum/ kankar at the road site, including conveying and stacking complete.(PWD S.S.R. 22-23 Item Serial No.103 & Item No.2.29a) 43 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete.(PWD S.S.R. 22-23 Item Serial No.105 & Item No.2.30) 44 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.(PWD S.S.R. 22-23 Item Serial No.106 & Item No.2.31) 45 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Vibratory roller. to the required density. By Mechanical Means - Grading I(Using Screening Type A (13.2) mm Aggregate) (PWD S.S.R. 22-23 Item Serial No.129 & Item No.3.18) 46 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with vibratory roller to the required density. By Mechanical Means - Grading II(Using Screening Type B (11.2 mm) Aggregate)(PWD S.S.R. 22-23 Item Serial No.131 & Item No.3.20) 47 Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete.Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)(PWD S.S.R. 22-23 Item Serial No.146 & Item No.3.35a) 48 Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)(PWD S.S.R. 22-23 Item Serial No.168 & Item No.4.12) 49 BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS ,laid over a previously prepared surface, finished to the required grade, level, alignment,and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates)(PWD S.S.R. 22-23 Item Serial No.33 & Item No.3.40) 50 Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)(PWD S.S.R. 22-23 Item Serial No.161 & Item No.4.01) 51 ElectrificationWorks 52 Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL7-1-9 53 Making trench in soft soil having 0.75 m depth and minimum 0.3 m width for laying provided cables up to voltage level of 1.1kV complete As per specification No. CW-EXN-CTR 16-1-1 54 Making trench in Hard murum/Tar road having 0.75 m depth and minimum 0.3mtr width as per IS for laying provided cables up to voltage level 1.1Kv cable complete as per specification No. CW-EXN-CTR7-2-5 55 Supplying and erecting mains with 3x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW 5-12-1 56 Supplying & erecting CRCA sheet metal enclosures of 1.2mm thickness with 10A, 2 pin plug & earth socket and 10A, 3 pin plug top with 10A single pole MCB having rated short - circuit breaking capacity (Icn) 10kA complete erected on angle iron / GI frame. 5-4-10 57 Point wiring for light/fan/bell in 20 mm FRLS grade HMS PVC conduit with 1.5 sq.mm (2+1E) FRLSH grade copper wire with flush type switch and required accessories as per specification No: WG-PW/SW 1-7-3 58 Supplying & erecting 10-12W, 230V integral type LED Lamp suitable for B-22 /E-27 base. 2-8-11 59 Supplying and erecting integrated LED street light fitting 18 to 22W IP65 & IK08 class having single piece pressure die-cast aluminium housing,having system lumens output of Min. 1800 Lumens, min. efficacy of 100 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.95, operating range of 140- 270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs. at L70B50, including driver complete with 3 Years warranty as per specification No FGODF/ FLS2.2-4-1 60 Supplying and erecting Street light bracket made from 40 mm. dia ‘B’ class G.I. Pipe, 0.6m. in length along with pole cap of 300 mm length and 80 mm dia duly welded with provided leads as per specification no. FG-BKT/BPC2-7-2 61 Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP9-1-1 62 Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording the results as per specification no. EA-EP9-1-4 63 Supplying, erecting & marking DPMCB 6A to 32A, C-series with rated short -circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB 5-3-6 64 Supplying, erecting & marking SPMCB 6A to 32A, B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB 5-3-3 65 Supplying and erecting GI sheet 1.6 mm (16 SWG) having zinc coating of 350 microns with galvanization process compliance to IS 2629:1985 to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, riveting etc. and painting with one coat of red lead paint and 2 coats of enamel paint. 6-1-6 66 Supplying and erecting marine (Waterproof) plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners, supports, nut bolts etc. complete with compliance to IS 720:20106-1-14 67 Supplying & erecting triple pole and neutral distribution board (TPNDB), 3 pole/ 4 pole MCCB as incomer & outgoing SP MCB (12 poles) or TP MCB of 4 ways (12 poles), with door, 1.2mm thickness, surface/flush mounted, on iron/GI frame (vertical busbar type) as per specification no.SW-SWR/MCBDB1 5-4-15 68 Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE 7-6-1 69 Supplying & erecting G.I. pipe ‘A’ class 40 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE 7-6-2 70 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 75 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. 7-6-10 71 Supplying & erecting 18guage M.S. Box powder coated (4x4) 3 way for mains connection. MR 72 Supplying & erecting single compression type brass cable glands for 3 to 4 core 6 sq mm /2 to 4 core 10 sq mm for XLPE armoured cable as per specification No.CB-GL 7-7-2 73 Supplying and erecting Ceiling rose / Batten holder / Slanting holder / hanging cord switch / hanging bell push / pendant holder bakelite base 6A. erected on filled polypropylene board or polished double wooden block/ PVC junction box. 1-5-7 74 Point wiring for independent plug in 20 mm metal conduit with 1.5 sq.mm (2+1E) FRLSH grade copper wire, flush type switch, earthing and required accessories as per specification No: WG-PW/SW 1-7-2 75 Wiring for plug on board with Switch socket surface/concealed type, copper wiring and earthing and with modular accessories as per specification No: WGPW/ CW 1-7-26 76 Supplying and erecting mains with 2x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW 1-3-2 77 Supplying and erecting mains with 2x4 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW 1-3-3 78 Supplying and erecting modular type D.P. switch 32A with indicator, duly erected on provided plate and box with wiring connections complete. 1-6-8 79 Supplying, erecting and marking double pole isolator only switch version of miniature circuit breaker of 40A with required wiring connections and lugs etc.in provided distribution board. 5-3-14 80 Supplying & erecting 3W, 230V integral type LED Lamp suitable for B-22 / E- 27 base. 2-8-9 81 Supplying and erecting IP65 and IK08 rated UV shielded polycarbonate waterproof and dustproof industrial grade LED fitting (4 feet) max. 36W with high transitivity diffuser with system lumens output of min. 4300 lumens , min. efficacy of 120 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., Ripple<5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50 , IP20 rated, including driver with auto cutoff & auto restart feature at 325V with end caps on PVC lock/wooden board with 3 years warranty. 2-2-1 82 Supplying and erecting regular/ standard model ceiling fan of 900 /1050 mm. sweep complete erected in position as per specification no. FG-FN/CF 2-10-2 83 Supplying and erecting ding dong / electronic musical type call bell with heavy duty coil suitable to operate on 230V A.C. supply erected onolished double wooden block/sunmica block of suitable size. 2-3-13 84 Supplying and erecting Street light bracket made from 25 mm. dia ‘B’ class G.I. Pipe, 0.6m. in length along with pole cap of 300 mm length and 80 mm dia duly welded with provided leads as per specification no. FG-BKT/BPC 2-7-1 85 Supplying & erecting CRCA sheet metal one way enclosures of 1.2mm thickness suitable for DP MCB /TP MCB/FP MCB/RCCB/RCBO complete erected on angle iron/GI frame. 5-4-13 86 Supplying, erecting and marking four pole isolators only switch version of miniature circuit breakers of 40A in provided distribution board. 5-3-18 87 Royalty 88 Sand 89 Rubble& Murum 90 Material Lab Testing 91 M20C.C.Comp. Strength- Cube 92 Crush Metal-Basic Test 93 Crush Metal-Gradation 94 Crush Metal-Comboned Flakiness & Elongation of single metal 95 Cement-Fineness,consistency.Setting time,Compressive strength,Specific Gravity 96 Sand-Fineness Modulus,Silt Content 97 BRICKS-Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). 98 Murum In PlinthPlasticity Index 99 RUBBLE Crushing Value/Compressive Strength, Water Absorption & Specific Gravity 100 STEEL :- Tensile strength Yield stress, ultimate tensile stress. %elongation, weight per running meter,Bend/Rebend test. (Set of 3 Bars)UP to 16mm 101 M20-Concrete Mix Design (With all Tests on basic materials) 102 Carpet Sealcoat--Binder Content 103 Carpet Sealcoat-B. M. Mix Design with all Tests on aggregate (Excluding bitumen ) ( Testing of Bitumen shall be seperately Charged) 104 Carpet Sealcoat-Penetration, Softening Point, Flash & Fire Point, Specific Gravity 105 Carpet Sealcoat-Extraction Test.(Bituminous mix) 106 Processing Unit Shed 107 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m.beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering Including shoring and strutting etc. complete. (LIFT UPTO 1.5 M.) By Mechanical Means(PWD S.S.R. 22-23 Item Serial No.726 & Item No.21.02) 108 Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Mean....(INo 21-06, PgNo 197) (STATE SSR ) Item Spec: (Bd.A.2 Page No. 259) 109 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. Complete 110 Filling in plinth and floors with contractors material/ brought from outside and approved by Engineer in charge in layers of 15 cm to 20 cm including watering and compaction etc.complete. (PWD S.S.R. 22-23 Item Serial No.756 & Item No.21.37) 111 Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete ,with fully automatic microprocess or base dPLCwith SCADA enable dreversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc.complete. With fine aggregate (Crushed sand VSI Grade) (PWD S.S.R. 22-23 Item Serial No.732 & Item No.24.01) 112 Providing and laying in situ cement concrete of M-20 grade of trap / granite/quartzite/gneiss metal for R.C.C. worklike raft, grillages, strips, foundations and footings of R.C.C.columns and steel stanchions including bailing-out water manually, including centering formwork of plywood / steel, compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with cement morter 1:3 of sufficient minimum thickness to give a smooth and even surface or rougheningif special finish is to be provided and curing etc complete. (Excludingreinforcement) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) Spec.No.:Bd.F.2 Page No. 298 /IS 456 (1978) (PWD S.S.R. 22-23 Item Serial No.841 & Item No.25.11) 113 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD S.S.R. 22-23 Item Serial No.846 & Item No.25.31) 114 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD S.S.R. 22-23 Item Serial No.851 & Item No.25.50) 115 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. Slab as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD S.S.R. 22-23 Item Serial No.856 & Item No.25.70) 116 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (PWD S.S.R. 22-23 Item Serial No.876 & Item No.26.33) 117 Providing Brick masonry in cement mortal 1.6 using second Class Burnt Bricks in foundation and plinth of inner walls/ in plinth of external wallsincluding bailing out water manually, striking joints on unexposed faces ,watering and scaffolding complete Bd. G. 1, Page No.313, (PWD S.S.R. 22-23 Item Serial No.894 & Item No.27.01) 118 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete. (PWD S.S.R. 22-23 Item Serial No.897 & Item No.27.05) 119 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. (PWD S.S.R. 22-23 Item Serial No.968 & Item No.32.11) 120 Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing with hot dipzinc coating including fabricating glazing withplain/ obscuredglass pans5 mm thick and approved type quality and iron oxidized fixtures and fastening with guard square bars 12 mm 10 cm c/c and oil painting 2 coats etc. complete. (PWD S.S.R. 22-23 Item Serial No.1228. & Item No.39.30) 121 Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.....(INo36-11, PgNo 291) (STATE SSR ) Item Spec: (Bd.P.5 Page No. 413 122 Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to oldplastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.Spec.No.: Bd.O.8/Page No.406 123 Providing and fixing rolling shutter fabricated from steell at hsofminimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S.channel section of depth and thickness not less than 65mm and 3.15mm respectively with hold fastarr angements, M.S.Bracket plate 300x300x3.15mm minimum size and shape with square bar, suspension shaft of minimum 32mm diameter, hood cover of M.S. sheet not less than 0.9mm thickness and of any size attopand safety device sincluding mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade castir on or mild steel and one coat of redlead primer etc. complete.(I.S.62481979) (Without mechanical gear)(PWD S.S.R. 22-23 Item Serial No.1222 & Item No. 39.24) 124 Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumenetc. complete.(PWD S.S.R. 22-23 Item Serial No.1022 & Item No. 33.30) 125 Providinginternalcementplaster12mm thickinsinglecoatincementmortar1:4without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. 126 Providing structural steel work in trusses, other similar trussed purlins and members with allbracing, gusset plates etc. as per detailed designs and drawings or as directed includingcutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ weldedconnection and one coat of anticorrosive paint and over it 2 coats of oil painting approvedquality and shade etc. complete 127 Providing and fixing colour coated Zincalume (R) AZ150 ( min 150 gms/sq.mt. Total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT) (0.5 mm TCT), Hi-strength steel with min.550 Mpa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) váth COLORBOND (R) steel quality with thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10coat on back surface. Profile sheet shall have nom. 950-1050 mm width and nominal 25-30 mm deep ribs with subtle square fluting in shall be designed for anti-capillary groove. & return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. Fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. Complete. (weight of profile 4.52 kg/sqm)..(As directed by Engineer in charge.) 128 Royalty 129 Sand 130 Rubble& Murum 131 Material Lab Testing 132 M20C.C.Comp. Strength- Cube 133 Crush Metal-Basic Test 134 Crush Metal-Gradation 135 Crush Metal-Comboned Flakiness & Elongation of single metal 136 Cement-Fineness,consistency.Setting time,Compressive strength,Specific Gravity 137 Sand-Fineness Modulus,Silt Content 138 BRICKS-Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). 139 Murum In PlinthPlasticity Index 140 RUBBLE Crushing Value/Compressive Strength, Water Absorption & Specific Gravity 141 STEEL :- Tensile strength Yield stress, ultimate tensile stress. %elongation, weight per running meter,Bend/Rebend test. (Set of 3 Bars)UP to 16mm 142 M20-Concrete Mix Design (With all Tests on basic materials) 143 ESHS 144 Management Strategies and Implementation Plan (MSIP) to manage the Environmental, Social, Health and Safety (ESHS) risks and ESHS Code of Conduct
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Contract Value:
2.31 Crore
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Contract Date:
23-Mar-2026
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Contractor Name:
M/s R H Dare
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3.
Department Of Agriculture
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Maharashtra
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BRR:9864634
Tender for Construction Of Warehouse 1020 Mt And Construction Of Shed 870 Sqm
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Contract Value:
2.51 Crore
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Contract Date:
23-Mar-2026
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Contractor Name:
Kailashpati Construction
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Earth Work (58)
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1.
Public Works Department
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Uttar Pradesh
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BRR:9874225
Tender For Special Repair Work Of Joniha Sihapar Link Road By Hmp Distt Gorakhpur In Fy 2025-26 - RoadWork 2 WBM G-3Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per MORD technical specification clause 405 3 Construction of un-reinforced,plain cement concrete pavement thickness 150mm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batch using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted usingplate vibrators and finshed in continous operation including provision of contraction, expansion, joints, joint filler, separation membrane, bitumenous sealant, joint sealant.In proper lines and grades as per drawing and Technical Specification Clause 1501 including proper curing. 4 Providing and applying tack coat with Bitumen (VG-10)using bitumen pressure distributor @ 0.30 kg/sqm on the prepared bituminous surfaces as per Technical Specification Clause 503. 5 Providing laying and rolling of open-graded premix carpet of 20 mm thickness, composed of 13.2 mm to 5.6 mm aggregates and using Bitumen VG-10, to required line, grade and leval to serve as wearing course on a previously prepared base, including mixing in 60-70 TPH HMP plant, laying and rolling with a three wheel 80-100 kN static roller, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508. 6 Providing and layingseal coat type C, composed of as chipping of 6.7mm size passing 100% passing 9.5 mm sieve and retained on 2.36 mm sieve and VG-10 Bitumen, to seal the voids in a bitumenous surface, including its mixing in 60-70 TPH HMP Plant, laying and rolling with a three wheel 80-100 kN static roller, finished to required level, grades and cross fall, as per Technical Specification Clause 508. 7 Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. (Excluding Royalty).
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Contract Value:
26.06 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
SHYAM ASSOCIATES
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2.
Water Resources Department
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Maharashtra
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BRR:9873696
Tender For Earth work And Structures Repairing Work Of Of Dhanala Distributory And Repairing Of Side Drain For Nerla Main Canal Of Nerla Lis.
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Contract Value:
11.84 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
MOIN VAKIL KHAN
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3.
Military Engineer Services
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Tamil Nadu
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BRR:9873481
Tender For As And As To Road From Nora To Firing Range At Ins Rajali Arakkonam - Surface dressing not exc 15cm deepand getting out in sof/loose soil complete all as specified and directed. 3 Removing excavated spoil to a distance exceeding 250 Mtrs but not exceedng 500m and depositing where directed at a level not exc 1.5m above the starting point all as specified. 4 Earth work in excavation any kind of soilby mechanical means (Hydraulic excavator)/ 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. 5 M&L for Rolling and Consolidating formation surface in cutting with power roller of capacity exc. 8 tonne and not exc 12 tonne complete all as specified anddirected 6 M & L for 200mm consolidated thick Granular Sub Base Vas specified in Table 400-1 of MoRTH specification for roadand bridge works 2013. in a single layer over compacted subgrade with natural sand , crushed gravel, crushed stone, crushed slag or combination there of as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum Dry density. Consolidating to required gradient and camber complete all as specified and directed (each layer 100mm +100mm thick) 7 M&L for 200mm thick (compacted thickness) WBMwith coarse aggregates of grading 1 (90 to 40mm size) spread, rolled and consolidated to gradient and camber required (consolidated thickness 200mm)all as specified and directed. 8 Preparing unsurfaced WBM/WMM by brushing with wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a bituminous primer tack coat with 80/100 grade @ 10 Kg per 10 Sqm all as specified and directed. 9 M&L for preparing existing black top surfaces by brushing with wire brush for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc andapplying evenly a priming/tack coat with paving bitumenVG-30grade @ 5 Kg per 10 Sqm. 10 M&L forbituminouspremix asphaltic semi dense concrete40 mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete with8 to 10 tonne capacity power roller complete all as specified and directed. 11 M&L for fillingberms 75 mm thick (Spread thickness with approved moorum or red bajri) levelled spread rolled and consolidated to required gradient and camber all as specified and directed. 12 M&L for Precast Cement Concrete for kerb stone of size 40cmx12.5cm, 1:2:4 type B1 (20mm graded aggregate) of required size and set in cement mortor 1:6complete all as specified and directed. 13 M & Lfor preparing bituminous surface of road and marking 2.5mm thick centre line, stop line, dashes, arrows etc. and like n exc 10cm wide on roads, pavements with hot applied thermo plastic road marking paint ofapproved colour conforming to BS 3262-1989 with special applicator machine all as specified and directed. 14 Supply and fix reflective cats eye with ABS material, body of size 90 mm x 110 mm x 17mm , with honeycomb patterned base,twin moulded shanks and two way retroreflective lenses, fixed with suitable adhesives on roads, complete all as specified and directed. 15 Manufacturing, supplying and fixing retro reflective Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colourcombination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC; 67: 2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made of M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles, flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paintover and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. 16 M&L forproviding plain Cement concrete 1:4:8 type D2 using 40 mm gradded aggregate as in foundations,filling and mass concrete all as specified and directed 17 M&L for providingReinforced cement concrete M-30 (design mix)(20mm graded aggregates) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed 18 M&L for providingReinforced cement concrete M-30 (design mix)(20mm graded aggregates)as in Columns, pillars, piers, posts and struts all as specified and directed. 19 Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batterfor fair finished surfaces of flat area all as specified and directed 20 Formwork to sides of pillars,posts,struts,piers,columns and stanchions for fair finished surfaces of square, rectangular or polygonal area all as specified and directed. 21 S & F Mild steelTMTbars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed 22 All as per ser item No 22 above , but5mm dia and over upto and including 10mm dia in stirrups, spacers and binders all as specified and directed 23 M&L for Renderingin CM 1:4 10mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) all as specified and directed. 24 M&L for preparation of plastered or unplastered new concrete surfaces and applying two coats of cement base paint over a coat of primer all as specified and directed. 25 Returning, filling in including spreading, levelling, watering and well ramming in layers n exc 25 cmin soft/ loose soil complete all as specifed and directed. 26 S&F MS work of any size and section as in Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary pintle hinges, stops,hand-made sliding bolts,drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 all as specifed and directed. 27 M&L for preparation of new or previously untreated surfaces of any description , not otherwise described over 10 cm width or girth for gates or like painting with two coats of synthetic enamel paint over a coat of red oxide primer all as specifed and directed. 28 Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles 29 Dismantling mild steel work including door, gates, fencing complete all as specified and directed by Engineer-in-charge 30 Schedule of credit amount brought back from Ser Page No.34- Rs. 2,535.00 will be deducted from the above quoted amount to derive the contract sum.SIGNATURE OF CONTRACTOR
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Contract Value:
21.73 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
SAI SRI HARSHA ENTERPRISES
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4.
Department Of Agriculture
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Punjab
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BRR:9867890
Tender for Construction Of New Link Road Ghabdan-Laddi Road To Jalan-Ghabdan Road Mc Sangrur, Distt.Sangrur (Compaction Of Earth Work To 20Mm Thick Open Graded Pc With Seal Coat And Construction Of Culverts, Side Drain And Road Structures Incl. Aintenance For 5 Years) Distt. Sangrur (Funds Punjab Mandi Board-2025-26) Work Code-Sgr-2026-014
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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5.
Water Resources Department
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Punjab
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BRR:9867870
Tender for Earthwork Undressed Involving An Avg. Horizontal Throw Upto 2 Mtr. And An Avg. Vertical Lift Upto 0.5 Mtr. Including Breaking Of Clods , Earthwork Undressed With Combined Lead Upto 15 Mtr. Including Breaking Of Clods. , Dressing Of New Earthwork , Re-Handling Of Earthwork Recently Executed , Earthwork For Compaction In 20 Cm Layers And Dressing., Extra For Watering The Earth., Extra For Rolling To Specifications. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Dismantling Brick Work In Cement , Dressing Of Bed And Preparation Of Sub-Grade For Lining , First Class Burnt Brick Laid In 1:6 Cement Sand Mortar For Bed & Side Walls , Cement concrete 1:4:8 With Brick Ballast Mixing By Manual Means. , Cement concrete 1:2:4 For Bed With Stone Ballast Mixing By Manual Means. , 10 Mm Thick Cement Plaster 1:4 On Side Walls , 10 Mm Thick Cement Plaster 1:4 On Floors , Reinforced Cement Concrete Work Hand Mixed 1:2:4 For Slab Including Steel Reinforcement , Shuttering For Faces Of Concrete Foundations And Foundation Beam & Plinth Beam (Vertical Or Battering) , Providing & Placing Of Steel Foot Steps Complete , Providing Lowering And Joining Reinforced Cement Concrete Pipe 450 Mm Dia In Trenches And Laying Same To Correct Alignment (Complete) As Per Is 456-2003 , Fixing Of Frame , Supplying & Laying Dry Brick Bats , Dag Belling Single Kassi Stroke Minimum 7.5 Cm Depth
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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6.
Nagar Palika Parishad
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Uttar Pradesh
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BRR:9866756
Tender For Beautification of Surya Kund pond located near Mansadevi Temple on the eastern side of Badshahpur-Pratapgarh Main Road in Ward No. 12 Bhagat Singh (civil work-earth work, stone pitching, wall, staircase/ghat construction etc.).
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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7.
Nagar Palika Parishad
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Uttar Pradesh
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BRR:9866755
Tender For Beautification of Surya Kund pond situated near Mansadevi temple beside Badshahpur-Pratapgarh main road in ward no. 12 Bhagat Singh on the western side (civil work-earth work, stone pitching, wall, staircase/ghat construction etc.).
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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8.
Local Self Government Department
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Kerala
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BRR:9865836
Tender For Annual Plan-Edavanna Gp-Ponnamkunnu Sc Colony Bhavana Suraksha-Pro-359-General Civil Work - SIDE PROTECTION 2 2.8.1: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.All kinds of soil 3 OD544990/2024-2025:Modified 60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site 4 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 5 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 6 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 7 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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Contract Value:
18.33 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI
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9.
Urban Local Bodies
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West Bengal
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BRR:9865684
Tender for Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. , (A) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. (Payment To Be Made On Measurement Of Finished Quantity) , Artificial Stone In Floor, Dado, Staircase Etc With Cement Concrete (1:2:4) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement (As Necessary) And Marble Dust In Proportion (1:2) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg/Sq.M All Complete Including All Materials And Labour. (Ii) 25 Mm. Thick , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. A) Pakur Variety , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Plaster (To Wall, Floor, Ceiling Etc.) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding/Staging Where Necessary (Ground Floor).[Excluding Cost Of Chipping Over Concrete Surface] (I) With 1:6 Cement Mortar (B) 20 Mm Thick Plaster , Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M
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Contract Value:
2.38 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
SREE BALAJI ENTERPRISE
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10.
Zilla Parishad
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West Bengal
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BRR:9864776
Construction Of Pucca Drain With Earth Work And Soak Pit From Jakir Hossen Sardars House Side To Ajgar Sardars House Side At Mouza Merudandi J.L.No.111 Sansad No Ix Under Sangrampur Shibhati Gp Of Basirhati Block. 15Th Fc Tied Activity Code 69430995
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Contract Value:
3.47 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
SHIBNATH GHOSH
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11.
Zilla Parishad
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West Bengal
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BRR:9864490
Construction Of Pucca Drain For Community With Earth Work And Soak Pit From Purano Kheya Ghat Side To Khalek Gazi House Side With Slab At Mouza Sangrampur J.L.No.104 Sansad No Xiv Under Sangrampur Shibhati Gp Of Basirhati Block 15Th Fc Tied 69432044
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Contract Value:
1.56 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
SHIBNATH GHOSH
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12.
Military Engineer Services
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Jammu And Kashmir
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BRR:9864147
Tender For Repair Maintenance Of Certain Em Items At 31 Rr Under Age Em Of Ge (North) Udhampur; 1 Taking down carefully existing surface/ concealed unserviceable aluminum/ copper point wiring(light, fan, socket, power or sunken box) complete including fittings such as switches, ceiling roses, pendants, regulators, sockets, bracket holder, boards light fittings,etc.and making good to disturbed surfaces of walls, floors, ceilings, etc. where required and finished the existing surfaces after complete of new point wiring as specified here-in-after complete all as specified and as directed. 2 Taking down unserviceable sub main wiring of any type and any size including wooden batten, PVC conduit or casing caping complete all as specified and as directed. 3 Taking down unserviceable main switch/ DBs of any size/ capacity including MCB any type & capacity for reuse carefully disconnecting and making good to disturbed surfaces complete all as specified and directed. 4 M&L for Point wiring using approved color coading as per IS code (Red,Black and Green for single phase circuit) with multi stranded copper condutor 1.5 Sqmm nominal cross section area,single core,PVC insulated and unsheathed FRLSH cable 1100V grade,in and including medium grade,PVC concealed conduit ISI marked of dia not less than 20mm and conduilt accessories concealed in wall/roof/floor etc with terminated to new pressed flush metal box and readily available cover with outer plates and inner plates etc, suitable for mounting modular type switches , sockets, fan regulators etc PVC insulatedPVC insulated multistranded copper condutor 1.5 sqmm nominal cross section area single core FRLSH cable as earth continuity conductor to common earth and connecting to earth dolly complete all as specified and directed for the following:-. 5 One light Pointcontrolled by one,one wayswitch. 6 One ceiling fan controlled by one way switch. 7 One exhaust fan controlled by one way switch. 8 One bell point controlled by one way switch. 9 All as per item No 4.00 here in before but 3 Pin 5 Amp Socket on the same board, complete all as specified. 10 All as per item No 4.00 here in before but 3 Pin 5 Amp Socket on independent board complete all as specified and directed. 11 All as per item No 4.00 here in before but M & L for point wiring with two runs of FRLSH PVC insulated unsheathed, 1100 V grade cable multi stranded copper conductor of size 2.5 sqmm drawn through in and includingPVC conduit size of not less than 25mm concecled in wall / surface 12 Modular switchsingle pole one way 6 amps 240 volts with polycarbonate body complete all as specified and directed.. 13 Modular socket 6 amps 5 pin flush type, 240 volts. with polycarbonate body. complete all as specified and directed.. 14 Modular socket out let,5 pin 6ampsand 15 amps multi purpose 2 in 1 flush type, 230 volts with polycarbonate body.complete all as specified and directed. 15 Modular switch single pole one way 16 amps 240 volts with polycarbonate body complete all as specified and directed.. 16 Modular electronic fan regulator, step type, two module 120 watt 230 volt and making all necessary connections complete all as specified and directed. 17 Modular bell push type 6 Amp 1 module 18 Ceiling rose surface bakelite type 65x50mm three terminals. 19 M&L for Point wiring using approved color coading as per IS code (Red,Black and Green for single phase circuit) with multi stranded copper condutor 1.5 Sqmm nominal cross section area,single core,PVC insulated and unsheathed FRLSH cable 1100V grade,in and including medium grade,PVC concealed conduit ISI marked of dia not less than 20mm and conduilt accessories concealed in wall/roof/floor etc withincluding Tee, Junction boxes and provision of3 mm thick plastic laminated sheet cover of suitable size on existing terminal boxes with new brass screwsfor mounting switch sockets and regulators and drawing continuous earth wire with and including PVC sheathed 1100 Volts grade cable with strandedcopper conductor of size 1.5 Sq mm (Nominal area) and connected to main earth dolly for one light/Fan/exhaust fan point controlled by one Switch complete all as specified & directed for the following:- 20 One light Pointcontrolled by one,one wayswitch. 21 One ceiling fan controlled by one way switch. 22 One exhaust fan controlled by one way switch. 23 One bell point controlled by one way switch. 24 All as per serial item no 19.00 here in before but 3 Pin 5 Amp Socket on the same board, complete all as specified. 25 All as per serial item no 19.00 here in before but 3 Pin 5 Amp Socket on independent board complete all as specified and directed. 26 All as per serial item no 19.00 here in before One light Pointcontrolled by two wayswitch. 27 All as per serial item no 19.00 here in before but M & L for point wiring with two runs of FRLSH PVC insulated unsheathed, 1100 V grade cable multi stranded copper conductor of size 2.5 sqmm drawn through in and includingPVC conduit size of not less than 25mm concecled in wall / surfacecomplete all as specified and directed. 28 Switch piano, flush type, ivory finish 5/6 Amp single pole, one way with marking as light complete, all as specified and directed by Engr-in-Charge. 29 Socket out let 2 in 1, 3 Pin suitable for 5/6 Amp in same board flush type complete all as specified and as directed by Engr-in-Charge. 30 Switch piano, flush type, ivory finish 15/16 Amp single pole, one way with marking as light complete, all as specified and directed by Engr-in-Charge. 31 Socket out let multipurpose 2 in 1, 3 Pin suitable for 5/6 Amp and 3 Pin suitable 15/16 Amp flush type complete all as specified and as directed by Engr-in-Charge. 32 Switch socket out letcombination 2 in 1, 3 Pin suitable for 5/6 Amp for independant board flush type complete all as specified and as directed by Engr-in-Charge. 33 Switch socketcombinationflush type multi purpose 3 pin 16 Amps and one 3 pin 6 Amps controlled by one switch withfuse & neon indicator ISI mark 34 Supply and fixing of one 5/6 Amp two way switch complete all as specified and directed. 35 Supply and fixing of stepped type 5 steps 100 watts electronic fan regulator flush type on the existing phenolic laminated sheets etc as required all as specified and as directed. 36 Sub main wiring with two run single core 1.5 sqmm FRLSH copper conductor cable PVC insulated,unsheathed, 1100V grade including 25mm dia in PVC concealed conduit/PVC casing & caping medium grade ISI marked with all accessories such as Tees, elbows, junctgion boxes etc, as required fixed on wall alongwith one run of 1.5 sqmm single core PVC FRLSH insulated unsheathed copper conductor cable as continuous earth wire and connecting to existing main switch board/distribution board complete including taking down unserviceable submain of any type/size and testing on completion etc fixed in replacement, complete all as specified and directed by engineer-incharge.Note : Two run of 1.5 sqmm and one run1.5 sqmm cable and one run of PVC conduit shall be measured as one RM 37 All as per item No 36.00 here in before but using two run single core 2.5 sqmm FRLSH copper conductor cable PVC insulated, 1100V grade alongwith one run of 2.5 sqmm single core PVC FRLSH insulated unsheathed copper conductor cable as continuous earth wire and connecting to existing mainswitch board/distribution board completeNote : Two run of 2.5 sqmm and one run 2.5 sqmm cable and one run of PVC conduit shall be measured as one RM 38 All as per item No 36.00 here in before but using two run single core 4 sqmm FRLSH copper conductor cable PVC insulated, 1100V grade alongwith one run of 4 sqmm single core PVC FRLSH insulated unsheathed copper conductor cable as continuous earth wire and connecting to existing main switch board/distribution board completeNote : Two run of 4 sqmm and one run 4 sqmm cable and one run of PVC conduit shall be measured as one RM 39 All as per item No 36.00 here in before but using two run single core 6 sqmm FRLSH copper conductor cable PVC insulated, 1100V grade alongwith one run of 6 sqmm single core PVC FRLSH insulated unsheathed copper conductor cable as continuous earth wire and connecting to existing main switch board/distribution board completeNote : Two run of 6 sqmm and one run 6 sqmm cable and one run of PVC conduit shall be measured as one RM 40 S&F in replacement single pole and neutral sheet metal steel powder coated distribution board for MCBs fitted with bus bar neutral link Earth bar and din rail suitable for use on 240V, 50Hz double door SPN DB system 4 Way all as specified and directed by engineer in charge. 41 All as per item No 40.00 here in beforebut size double door SPN DB system 6 Way all as specified and directed by engineer in charge. 42 All as per item No 40.00 here in before but size double door SPN DB system 8 Way all as specified and directed by engineer in charge. 43 All as per item No 40.00 here in beforee but size double door SPN DB system 12 Way all as specified and directed by engineer in charge. 44 All as per item No 40.00 here in before but size double door MCB DB TPN 4 ways 415 volts grade IP 43 Protection all as specified and directed by engineer in charge. 45 All as per item No 40.00 here in before but size VTPN MCCB Double door Distribution Board 04 way 415 volts grade IP 43 Protection Grade with provision for (MCCB) as incoming and Three/single phase all as specified and directed by engineer in charge. 46 S & F in replacement of MCCB Ics = 100% Icu, Adjustable Overload Setting Ir = (0.8 to 1.0)xIn, Short Circuit setting fixedThermal magnetic MCCB 4 pole 63 Amps 415 Volts 16 kaall as specified and directed by engineer in charge. 47 S&F in repair connection and testing C series TPN MCB 40 to 63 Amp 440V, 50Hz, 10kA for lighting and other domestic loads include necessary copper lugs etc all as specified and as directed by Engineer- inCharge. 48 All as per item No 47.00 here in before but SPN MCB 40 to 63 Amp 240V, 50Hz, 10kA 49 All as per item No 47.00 here in before but SPN MCB 32 Amp 240V, 50Hz, 10kA 50 All as per item No 47.00 here in before but SP MCB 6 - 32 Amp 240V, 50Hz, 10kA 51 S&F in repair LED light fitting with high output diffuser20 watt 220 V Trimline Neu is a robust and high performance batten. This LED luminaire comprises of extruded channel in thermally conductive material. High translucent serrated milky white/warm white diffuseris used to get glare free and smooth light distribution. Efficacy: 100 lm/W. Also available in warm white and natural whiteconnecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed by engineer in charge. 52 All as per item No 51.00 here in before but2 feet, 10 watt 220 V size complete all as specified and as directed by engineer in charge. 53 S&F in repair LED Bulk head (6500K) fitting of 09/10 Watt surface mounting type extruded Polycorbonate body with diffuser complete with testing all as specified and directed by engineer in charge 54 S&F in repair in replacement of ceiling mounting LED warm light fitting POLARIS PAN NIO-III,PANEL 2x2 PLR 36 FO-ww ,35/36 watt LED environmental friendly , new generation , aesthetically designed ,ultra modern recess mounting luminaire with high brightness SMD LEDs as light source suitable for Armstrong /grid /ceiling all as specified and directed 55 S&F in replacement of surface/recessed mounting LEDdown lighter round/square shape 10/12 watt 220 volts AC recessed type with high efficiency PMMA diffuser soft glare free light complete with drivers, holders, LED lamp suitable for roof ceiling including connecting up with three core flexible copper conductor cable of suitable size complete all as specified and directed by Engr-in-charge. 56 All as per item No 55.00 here in before but for LED down lighter round/square shape 15 watt. 57 S&F in repair energy saving LED garden light fitting,Pressure die cast powder coated housing with PC diffuser. Efficient high output LED with IP65 protection decorative, bollard type of capacity 9/10 watt with opal diffuser & aluminium reflector complete with all accessories and fixing arrangement on PCC block of size 45mm X 45 mm alogwith fixing nuts, bolts and PVC insulated aluminium conductor, stranded type of size 4.0 sqmm,2 -core including taking down old/unserviceable garden light fittings any type and wattage all as directed. 58 Supply and fixing LED street light fitting 35 Watt 230 V ACIP66 protection. Efficacy ≥ 110LPW outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics with 0.6 mtr long 20/25 mm (as per manufacturer standard)dia GI Pipe in 45 degree bend shape and necessary clamping devices required at site complete all as specifiedand directed by Engr-in-Charge. 59 Supply and fix in repair decorative LED gate light fitting of 20 watt,240 volts, Decorative gate light made up of high grade unbreakable polycarbonate material suitable for 20 W LED with opening die cast cover, anti corrosive stainless steel screws & silicon gasket, HET PMMA diffuser,IP65 protection driver duly prewired up to terminal on firms to IS 10322 part 5/sec, 1 :1987,suitable for pole of dia 40-75 mm in-built electronic driver complete including taking down old/unserviceable gate light fitting complete all as specified and directed . 60 M&L for earthing complete with galvanized steel earth plate electrode 600x600x6mm thick buried directly in ground (earth pit not less than2.25 mtr deep below ground level) with top edge of the plate not less than 1.5 mtr below normal ground level connected to earth lead wire of GI wire 25X4 mm dia by means of nuts/bolts and washers, check nuts of galvanized iron or steel including 15mm dia GI pipe light grade upto 1.5 mtr below GL for protection pipe, excavation and earth work charcoal dust, common salt, PCC 1:3:6type C-1 chamber with cover and RCC1:2:4 type B-1 using 20mm graded stone aggregate reinforced with 6mm dia round bars @ 75mm c/c both way with MS handle 12mm dia PGI funnel and wire mesh all as shown in electrical plate No 5 of SSR Part-I connected to ear thing test point all as specified or indicated including testing on completion all as directed by Engr-in-Charge. 61 S&F in repair rigid non - metalic PVC casing caping of 25/12mm inclusive of all elbow, tees,etc complete all as per the direction of Engr-in-Charge.
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Contract Value:
2.73 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
ARNABH ASSOCIATES
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13.
Rajasthan Cooperative Dairy Federation Limited
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Rajasthan
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BRR:9863659
Tender For Various Civil Works For New 150 Mtpd Expandable To 300 Mtpd Cattle Feed Plant At Kota, Rajasthan- 1 Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil 2 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal ofsurplus excavated soil as directed with in a lead of 50 meter.All kinds of soils. 0M TO 1.5M 3 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 0 TO 1.5M 4 Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. 5 Providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete: 6 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 7 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 8 Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. Add extra for providing richer mixes respectively at all floor levels. Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. 9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 10 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 11 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. 12 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Walls (any thickness) including attached pilasters,buttresses plinth and string course. 13 Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.Thermo-mechanically Treated bars (Conforming of relevent IS code) 14 Brick work with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level in allshapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand) 15 Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75Cement mortar 1 : 3 (1 cement : 3 coarse sand) 16 Random Rubble stone masonry for with hard stone infoundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:3 ( 1-Cement : 3-Sand). 17 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Good quality South Black Above 3601 Cm2 Slabs 18 Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. FULL Edge moulding 19 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm 20 Steel work in built up tubular trusses including cutting,hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished seamless type tubes. 21 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 22 Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment). 23 Providing & fixing ball bearing for rolling shutters 24 Extra for providing mechanical device chain and crank operation for operating rolling shutters.Exceeding 10.00 Sqm and upto 16.80 Sqm in the area. 25 Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.100mm x 100mm x 3.15mm 26 Providing and fixing concertina coil fencing with required dia 610 mm (having 15 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 and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra) 27 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpetwashers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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 whenever required. 0.80 mm thick with zinc coating not less than 275 gm/m2 28 Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand).For Area of each slab from 2001 to 5000 sq. cm. 29 Random rubble dry stone Kharanja under floor. 30 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick 31 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 20 mm thick 32 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3- fine sand) 33 Wall painting with plastic emulsion paint of approved bran and manufacture to give an even shade including allscaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 34 Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision Trowel Finish av. thickness 1500 to 2000 microns. 35 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying :(i) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(ii) laying second layer of Fiber glass cloth when the first layer is still green . Overlaps of joints of fiber cloth should not be less than 10 cm.(iii) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proffing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around(iv) fourth and final layer of brick tiling „with cement mortar or any other approved protective coarse. (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured 36 Providing and fixing of uPVC Sliding windows: Frame Made from the Extruded uPVC Window Profile Section of size 106w x 50h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and 3 box multi-chamber construction, Laminated (colour) finish, duly reinforced with 1.2 mm thick GI section. Frame shall have three track configuration, Vertical member of frame which bears the sliding shutter load shall have aluminium rail/track for smooth sliding of shutter rollers. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side.Shutter : The shutter of sliding window shall be made of 39w x 69h mm Extruded 3 box multi- chamber uPVC Window Profile Section of laminated (colour) having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick GI section duly mitered cut & thermal welded at all corners and fitted with uPVC glazing bead of size 22 x 20 mm with inner and outer co-extruded EPDM/TPE-E weather seal gaskets alongwith 6mm thick ISI make plain float glass 37 Providing and fixing of openable uPVC Doors with or without fix top: Frame Made of Extruded uPVC Window Profile Section of size 60w x 70h mm having outer wall thickness of 2.75mm (+/- 0.2mm) and 3 box multi-chamber construction, Laminated (colour) finish, duly reinforced with 1.2mm thick GI section. All the corners shall be mitered cut & thermal welded so as to form door frame. Fix Mullion made of 60w x 80h mm uPVC Profile Section with steel reinforcement shall be provided for the top fix portion of the doors or in case of the doors having more than two openable shutters, as per the requirement / drawing. Frame of openable door shall have coextruded EPDM/TPE-E gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter. Shutter : The shutters of openable door shall be made of 60w x 95h mm Extruded 3 box multi-chamber uPVC Window Profile Section of laminated( colour) having outer wall thickness of 2.75mm (+/- 0.2mm) provided with reinforcement of 2.0 mm thick GI section duly mitered cut & thermal welded at all corners, provided with center mullion (if specified in drawing) of size 60w x 80h mm uPVC Profile Section and fitted with uPVC glazing bead of size 36 x 20mm with inner and outer co-extruded EPDM/TPE-E weather seal gaskets alongwith 6mm thick ISI make plain float glass. All welding joints of frame and shutter shall be cleaned and milled with the CNC mechanism to provide uniform grooved finish on all visible joints. Hardware: Each openable door shutters is to be fixed with three load beading butt hinges and locking of doors is to be provided with multi-point transmission gear (ESPAG) with white finish powder- coated lockable handle. Installation at site: 38 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 39 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work 40 Finishing with neat cement (punning). 41 Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof inAll kinds of soil 42 Supplying and applying bituminous solution primer on roofs or on wall surface at 0.24 litre per sqm. 43 Random Rubble stone masonry with hard stone insuperstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:3 ( 1-Cement : 3-Sand). 44 Pointing on stone masonry in cement sand mortar 1:3 (1cement : 3 sand) :Raised and cut pointing. 45 Construction of Tube-well from ground levels and up to 100 mtr. depth to accommodate housing and assembly pipes of following sizes in all types of alluvium strata by rotary drilling method and with gravel as per IS 4097-1967and packing as per IS2800 Part-I & II 1979 as amended upto date(the work includes the cost of gravels& its primjaryand packing during development,lowering of housing & strainer assembly pipes,with suppy and warping of coir-rope, wherever necessary, for arresting fine sand particles. The Work will not include cost of housing pipe and strainer pipe assembly and development work would be complete after obtaining sand free water).200mm-do- 46 Construction of tube-well upto any depth in all type of rocks by DTH system and over burden, to accommodate casing pipe of the 200 mm in all types of soils and overburden including lowering of casing pipes, but excluding cost of casing pipes as per IS:2800 (Part I & II) 1979 specifications.The work would be completed after development of tube-well obtaining sand free water.Tubewell should have a throught bore as per nominal dia of casing pipe. 200mm-do- 47 Supplying of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade FE 410of sizes at site of work.200 mm nomonal bore of pipe. 48 Supply/Fixing of tubewell cover of M.S. Sheet 6mm thick with nut & bolt complete for 200mm dia M.S. black Casing pipe. 200mm dIa 49 Supply / fixing strainer pipes made of ERW M.S. black pipe ISImark of following size at the site of work including required size of slotting as per IS:8110-1985.200mm-do- 50 Providing & lowering G.I. flange pipes including rubber washer and nuts of 8mm dia complete in all respect 50mm dia B class ISI mark, Jindal / T.T.Swastik. 51 Providing and fixing G.I. B -Class pipe Jindal/ T.T. Swastik Make(external work) with G.I. fittings (IS:1239 Make) including trenching and refilling earth. (A) 50 mm nominal bore. 52 Providing and fixing gun metal non-returned valve or check valve ISILeader Make superior quality. 50mm dia horizontal type. 53 Supply & fixing M.S. Clamp Set of 50 x 6mm flat iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. 54 Development of Tube well as per IS specification using suitable compressor to give sand free water for required yield of the graval packed tube well. 55 Suppy of 50 mm dia G.I. medium class pipe (each length 5.8 m to E 6.0 m) tripod as per drawing and design with chain pulley of 3MT capacity. 56 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure A :30 mm thick.Commercial Veneer both side 57 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-incharge :Profile E 58 CARRIAGE OF MATERIALS Earth, Sand, Lime, Morrum manure or sludge.UPTO 5 KMS 59 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 60 Providing and fixing Stone jali 40mm thick Red/Pink sand stone throughout in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc: 61 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% 62 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . 63 Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm wide)
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Contract Value:
27.84 Crore
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Contract Date:
23-Mar-2026
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Contractor Name:
M/S GULSHAN RAI JAIN-II
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View Tender Results
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14.
Public Works Department
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Uttarakhand
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BRR:9859969
Tender for Road Work , Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , Providing And Laying Of Dry Rubble Flooring Complete As Per Drawings And Technical Specifications Clause 1303.3 , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mmnominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) : 4 Graded Stone Aggregate 40 Mm Nominal Size) , Random Rubble Stone Masonry Laid Dry, In Breast Walls, Retaining Walls, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Hand Packed Stone Filling In Back Of Wallls Including Cost Of All Materials, Royality, T&P Etc. Complete As Per Direction Of Engineer-In- Charge. (As Per Pwd Uttarakhand Specifications) , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : , Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Providing And Fixing 10X10x7.50 Cm Granite Stone Block (Cobble Stone) Hand Cut And Chisel Dressed On Top, For Paving In Floors, Drains Etc. Laid Over 20Mm Thick Base Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints 10Mm Wide Filled With Same Mortar Including Ruled Pointing Etc. Complete As Per Direction Of Engineer-In-Charge. , Tack Coat - Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.20 Kg Per Sqm On The Prepared Bituminous/Granular Surface Cleaned With Mechanical Broom. , Providing And Laying Dense Bituminous Macadam With The Use Of Batch Type Mp Using Crushed Aggregates Of Specified Grading , Premixed With Bituminous Binder @ 4.25% By Weight Of Total Mix Of Mix And Filler, Transporting The Hotmix To Worksite, 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 Clauseno. 507 Complete In All Respects. Grading Ii - 26.5Mm Nominal Size , Tack Coat - Providing And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.20 Kg Per Sqm On The Prepared Bituminous/Granular Surface Cleaned With Mechanical Broom. , Providing And Laying Bituminous Concrete With The Use Of Batch Type Hotmix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder, Transporting Thehotmix Toworksite, 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. 509 Complete In All Respect 3-4-2 For Grading-Ii (Bituminous Binder @ 5.4 % Of Mix) , Providing And Fixing Of Retro Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Type Xi Retro Reflective Sheeting Fixed Over 3Mm/4Mm Thick Aluminium Composite Material Sheet Vide Clause 801.3, Depending On The Size Of The Sign Fixed Over Back Support Frame Of Min 25 X 25 X 3Mm Angle Mounted On A Mild Steel Circular Pipe 65 Nb, 3.2 Mm Thickness Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M25 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing. The Sign Shall Be Maintained As Per Section 12 Of Irc 67. 6-2-1-6 600 X 600 Mm Square , Providing And Fixing Of Retro Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc :67 Made Of Type Xi Retro Reflective Sheeting Fixed Over 3Mm/4Mm Thick Aluminium Composite Material Sheet Vide Clause 801.3, Depending On The Size Of The Sign Fixed Over Back Support Frame Of Min 25 X 25 X 3Mm Angle Mounted On A Mild Steel Circular Pipe 65 Nb, 3.2 Mm Thickness Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M25 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing. The Sign Shall Be Maintained As Per Section 12 Of Irc 67. 6-2-1-2 600 Mm Equilateral Triangle , Solar Road Studs: Providing And Fixing Solar Powered Road Studs (Rectangular) Of Size Not Less Than 100Mm X 100 Mm X 10 Mm Or (Circular) Of Dia 130+/- 6Mm And Height 30 +/- 2Mm (With 8 Super Bright Leds For Long Visibility From Distance Greater Than 800 M) Having Twin Shank And Body Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13635 Kg Tested In Accordance With Astm D 4280 And Water Resistance As Per Ip 65 In Accordance With Is 12063:1987, Fixed To The Road Surface Using Adhesives And The Procedure Recommended By The Manufacturer As Per Clause No. 804.6 And 804.7 Of Morth Specifications. , Road Studs / Cat Eye: Providing And Fixing Of Single Mould Twin Shank Reflective Road Studs Of ‘Category A Raised Pavement Markers Made Out Of Poly Carbonate/Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face With Retro Reflectance And Chromaticity Values Shall Be As Given In The Detailed Specifications And The Product Shall Conform To Astm D4280. The Raised Pavement Marker Shall Also Meet All The Testing Conditions Of Astm D4280 And Fixed To The Road Surface Using The Adhesive Recommended By The Manufacturer. Two Cylindrical Polymer Shanks Of Not Less Than 20 Mm Diameter And Not Less Than 30 Mm Length Shall Be Molded In The Rpm Body. The Reflective Raised Pavement Markers Shall Also Confirm To The Morth Circular No Rw / Nh. 33023/10/ 97-Do.Iii And The Length ,Height And Width Of The Body Shall Not Be Less Than 100 Mm, 15 Mm And 90 Mm And Base Of Marker Shall Be Flat Within 1.3 Mm And Outermost Faces Of Configuration Of Marker Shall Not Deviate More Than 1.3 Mm From A Flat Surface. The Marker Shall Support A Load Of 13635 Kg Tested In Accordance With Astm D4280. The Marker Shall Withstand Flexural Strength Of 909 Kgf Force In Accordance With Astm D4280. Marker Lenses Shall Be Moulded Of Polycarbonate Or Methyl Methecrylate Conforming To Astm D788. The Area Of Each Retro Reflectory Surface Shall Not Be Less Than 13.0 Sq.Cm. The Slope Or Retro - Reflectory Surface Shall Be 35 + 5 Degree To Base. Each Reflector Shall Have A Cil Not Less Than Values Specified In Table 1 Of Morth Section 800 Page No. 353 And Should Accompany Two Year Warranty For Satisfactory Field Performance From The Manufacturer. , Providing And Laying Of Hot Applied Thermoplastic Compound Of Isi Mark Approved Quality Of 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. , Providing And Laying Of Garwali Motif Of Size 4M X 2.50M And With Wooden Framing Made From High-Quality Teak Wood. , Providing And Fixing Of Decorative Wrought-Iron 3-Seater Benches, Finished In Black With A Rust-Inhibiting Coating, With Dimensions Of 1800 Mm In Length And 600 Mm In Width. , Wall Repairing Work , Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Providing Weepholes In Brick Masonry/Stone Masonry, Lain / Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , 20 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Fine Sand) - Outer Plaster , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) , Gazebo Work (02 Nos) , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil , Filling Available Excavated Earth (Excluding Hard Rock/Ordinary Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. , Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. , Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. , Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand (Zone - Iii) : 6 Graded Stone Aggregate 20 Mm Nominal Size) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mmnominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) : 4 Graded Stone Aggregate 40 Mm Nominal Size) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland/Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate/ Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Upto Plinth Level.Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : , Foundations, Footings, Bases For Columns , Columns, Piers, Abutments, Pillars, Posts And Struts , Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 20 Mm Thick , Providing And Fixing Thermal Insulation With Resin Bonded Fibre Glass Wool Conforming To Is: 8183 Having Density 24 Kg/M3, 50 Mm Thick, Wrapped In 200G Virgin Polythene Bags Fixed To Wall With Screw, Rawel Plug & Washers And Held In Position By Criss Crossing Gi Wire Etc. Complete As Per Directions Of Engineer-In-Charge. , Providing And Fixing Plain Multipurpose Cement Board(Hight Pressure Steam Cured) With Suitable Screws For Cement Particle Board In Ceiling Etc. Complete (Frame Work To Be Paid Seperatately). 12.26.1 6 Mm Thick Cement Fiber Board As Per Is: 14862 , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately). Second Class Teak Wood , French Spirit Polishing : 13.68.1 Two Or More Coats On New Works Including A Coat Of Wood Filler , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. - 10.16.1 Hot Finished Welded Type Tubes , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. - 10.25.1 In Stringers, Treads, Landings Etc. Of Stair Cases, Including Use Of Chequered Plate Wherever Required, All Complete , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5- 7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By EngineerIn-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, 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 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 12 Mm Thick , Providing Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Fibre Glass Wool Conforming To Is : 8183, Density 24Kg / M3, 50Mm Thick, Wrapped In 200 G Virgin Polythene Bags, Fixed To Ceiling With Metallic Cleats (50X50x3 Mm) @ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa 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 Complete : 12.51.1 Ridges Plain (500 - 600Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa 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 Complete : 12.51.2 Flashings/ Aprons.( Upto 600 Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa 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 Complete : 12.51.6 Gutter (600 Mm Over All Girth) , Drainage Work , Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , Concrete With Cement, Coarse Sand And 40 Mm Gauge Stone Ballast In Proportion 1:4:8 In Foundations And Floors Including Supply Of All Material, Labour And T&P Etc. Required Forproper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Double Row Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Double Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets As Per Clause 1106. 750 Mm Dia , Constructing Masonry Chamber 120X120x100 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.I. Surface Box 100 Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : 18.35.1 With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 7.5 , Providing And Fixing Factory Made Precast Reinforced Cement Concrete Perforated Drain Covers, Having Concrete Of Strength Not Less Than M-25, Of Size 1000 X 450X50 Mm, Reinforced With 8 Mm Dia Four Nos Longitudinal & 9 Nos Cross Sectional T.M.T. Hoop Bars, Including Providing 50 Mm Dia Perforations @ 100 To 125 Mm C/C, Including Providing Edge Binding With M.S. Flats Of Size 50 Mm X 1.6 Mm Complete, All As Per Direction Of Engineer-In-Charge. , Wbm Grading 1 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 1 As Per Technical Specification Clause 405. By Mechanical Means , Wbm Grading 2 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. By Mechanical Means , Wbm Grading 3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. By Mechanical Means , For K.C & U-Type Drain , Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 (For Height Upto 5 M) Plain Cement Concrete Grade M 20 Nominal Mix (1:2:4) , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 (For Height Upto 5 M) Reinforced Cement Concrete Grade M 25 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 (The Reinforcement Steel Shall Be Procured From Original (Primary) Steel Producers As Per Clause No. 2011.3.1 Of Mord Specifications (First Revision2014) And Is 1786:2008 Clause No. 1.6) , Boundary Wall Works , 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, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , Coursed Rubble Masonry With Hard Stone (First Or Second Sort) In Superstructure Above Plinth Level And Upto Floor Five Level. Masonry Work (First Sort), In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Pointing On Stone Work With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) : Raised And Cut Pointing , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc. ,Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubes , Cladding Works , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) : White Sand Stone - Exposed Face Machine Cut And Table Rubbed With Rough Backing. 70 Mm Thick , Horticulture Work , Plantation Of Trees, Shrubs, Hedge, Ground Covers And Seasonal Plants At Site I/C Watering And Removal Of Unsaverieable MaterialS As Per Direction Of Officer In Charge (Excluding Cost Of Plant & Water). Hedge Plant/ Ground Cover Plants /Seasonal Plants , Cost Of Plantation For 100 Trees /200 Shrubs /300 Hedge/Ground Cover Plant/ Seasonal Plant , Electrification Work , Supply, Installation, Testing and Commissioning Of 3M Decorative Cast Aluminium Pole Having Complete Casted Base Having Base Plate Of 450 Mmx16mm Thick Duly Fixed With Base. Pole Has A Runining G.I Tube From The Base Up To 3000 Mm Of 90Mm Diax3mm Thick To Have Better Strucutral Stability. Dft Not Less Than 100 Microns. Pole Should Have Adequate Size Cutout With Openable Hinzed Door With Neccesary Gaskit To Ensure Water Tight Arrangement For Pooling Cables And Installation Of Mcb Connector Etc(As Per Approved Drawing). Pole Is Suitable For Mounting Post Top Fixture. , Supply/Fixing Of 40 To 60 Watt Led Post Top Made Out Of Cast Aluminium Having With Polycarbonate Glass Duly Re-Wired With Osram High Power Led And Philips Driver With External 10 Kv Surge Pressure Dye Casted Heat Sink Is Used For Better Heat Precipitation And Long Life Duly Painted With Italian Paint Ready To Insall.System Efficency Of 100 Lm/ Watt Or Above Make Wipro/Crompton/Bajaj/Signify. , S/L Of 4 Core X 6 Sq.Mm Ai Armored Cable Complete In All Respect. , S/L Of 4 Core X 10 Sq.Mm Ai Armored Cable Complete In All Respect. , S/L Of 4 Core X 16 Sq.Mm Ai Armored Cable Complete In All Respect. , Supplying And Fixing 5A To 32A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. , Single Pole , Supply/Fixing Of 40 Amp. Rating Four Pole 415 Volt Isolator In The Existing Mcb Db Complete With Connection Testing Commissioning Etc. As Required. 40 A , Supplying And Drawing 3 X 1.5Sq. Mm Of Frls Pvc Insulated Copper Conductor Single Core Cable In The Existing Surface/Recessed Steel/ Pvc Conduit As Required , Erection Of Metallic Pole Of Following Length In Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size) Foundation Including Excavation And Refilling Etc. As Required.( Upto 6.5 Metre) , Supplying And Embedding Following Dia G.I. Pipe (Medium Class) In Pole Collar/ Foundation (During Casting) For Cable Entry Including Bending The Pipe To The Required Shape Complete As Required . , 32 Mm Dia , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc..Direct In Ground (75 Cm Below Ground Level) Including Excavation And Refilling The Trench But Excluding Sand Cushioning And Protective Covering Etc., Complete As Required. , 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Meter Long Etc. With Charcoal/ Coke And Salt As Required. , Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Thimble Excavation And Re-Filling As Required. , The Design, Manufacture, Supply, Installation, Testing & Commissioning Of Following Lighting Panel: Three Phase, 415V Lighting Panel, Ip 65 Out Door Type With Canopy, Including Standing Arrangement ,Double Door With Lockable Arrangement Made From 2 Mm Thick Crca Sheet Steel,The Panel Shall Be Given One Coat Of Red Oxide Primer And Two Coats Of Enamel Paints. Powder Coated With Off White Colour (Inside & Outside),1No.Earth Stud On Each Side Face, Phase Indicating Lamps Ryb With 6 Amps Sp C Series Mcb Back Up. Electrolytic High Conductivity Aluminium Three Phase And Neutral Busbars Rated At 63 Amps, 18Ka, Insulated With Heat Shrinkable Coloured Pvc Sleeves & Clip On Shrouds For Joints. 40Ka Type 2 Class (4P+N) Surge Protection Device ,Having Following: Incomer: 32-40A 4P Mccb (25 Ka) - 1No., 40A 4P Contactor - 1No.Rotary Handle,Ryb Indication Lamp, Spreader Terminal, Astro Time Switch Having Following Facilities:Precise Time Programming For-Daily/Weekly,Pulse Switching,Simple Reset Feature,Week End Programming, 24 Hr Display (Military), Manual Over Ride. Supply Voltage & Frequency:110-240Vac,+10%/-20%,50/ 60 Hz; Memory Locations: 8 On / Off Operations, 16 Memory Locations; Minimum Switching Time: 1 Min; Housing: Flame Retardant Ul94v0. , Add On Block As Required.On Indication Lamp Green Led For Relay On ,Off Indication Lamp Red Led For Relay Trip, Auto And Manual Switch.Including Grouting On Base At Ground By Cement Concrete.Outgoing: 32A Tpn Mcb C Series (10 Ka) - 03 No With Outgoing Terminal.
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15.
Public Works Department
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Uttar Pradesh
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BRR:9859094
Tender for Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505 Complete In All Respects. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. , Providing And Laying 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 @ 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 As Per Morth Specification Clause No. 509 Complete In All Respects , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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16.
Public Works Department
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Uttar Pradesh
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BRR:9859092
Tender for Wbm (G-3) Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause-405 , Providing And Applying Tack Coat With Bitumen (Vg-10) At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause-503 , 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 Penetration 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. As Per Technical Specification Clause-508 , Providing & Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type-C As Per Technical Specification Clause-510 , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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17.
Public Works Department
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Uttar Pradesh
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BRR:9859090
Tender for Wbm (G-3) Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause-405 , Providing And Applying Tack Coat With Bitumen (Vg-10) At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause-503 , 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 Penetration 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. As Per Technical Specification Clause-508 , Providing & Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type-C As Per Technical Specification Clause-510 , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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18.
Public Works Department
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Uttar Pradesh
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BRR:9859089
Tender for Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505 Complete In All Respects. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. , Providing And Laying 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 @ 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 As Per Morth Specification Clause No. 509 Complete In All Respects , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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19.
Public Works Department
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Uttar Pradesh
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BRR:9859087
Tender for Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505 Complete In All Respects. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. , Providing And Laying 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 @ 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 As Per Morth Specification Clause No. 509 Complete In All Respects , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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20.
Public Works Department
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Uttar Pradesh
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BRR:9859081
Tender for Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505 Complete In All Respects. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. , Providing And Laying 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 @ 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 As Per Morth Specification Clause No. 509 Complete In All Respects , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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21.
Public Works Department
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Uttar Pradesh
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BRR:9859080
Tender for Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505 Complete In All Respects. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. , Providing And Laying 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 @ 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 As Per Morth Specification Clause No. 509 Complete In All Respects , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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22.
Public Works Department
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Uttar Pradesh
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BRR:9859079
Tender for Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505 Complete In All Respects. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. , Providing And Laying 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 @ 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 As Per Morth Specification Clause No. 509 Complete In All Respects , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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23.
Public Works Department
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Uttar Pradesh
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BRR:9859077
Tender for Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505 Complete In All Respects. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. , Providing And Laying 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 @ 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 As Per Morth Specification Clause No. 509 Complete In All Respects , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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24.
Public Works Department
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Uttar Pradesh
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BRR:9859073
Tender for Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505 Complete In All Respects. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. , Providing And Laying 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 @ 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 As Per Morth Specification Clause No. 509 Complete In All Respects , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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25.
Public Works Department
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Uttar Pradesh
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BRR:9859072
Tender for Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505 Complete In All Respects. , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. , Providing And Laying 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 @ 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 As Per Morth Specification Clause No. 509 Complete In All Respects , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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26.
Military Engineer Services
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Uttarakhand
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BRR:9857154
Tender For Provision Of Or Md Accommodation At Clement Town Dehradun.; 2 Construction ofORs Md Accn (G+6 storey),(RCC Framed Structure) ,including RCC over head tank of capacity 25KLoverterrace, with permanent specification all as shown on drawings and as specified. 3 SCHEDULE A PART II-A (Internal Water Supply) for details refer Sch A in pdf folder 4 SCHEDULE A PART II-B (Internal Water Supply) 5 S&F Brass Chromium Plated Wall Mixerfor mixing hot and cold waterwith L bend including shower of size 125 mm and shower arm , screwed for iron pipe suitable for 15 mm bore pipes complete all specified and directed. 6 S&F Brass Chromium Plated Central hole wash basin Mixer fancy type with or without lettered Hot or Cold with long screwed shanks and fly nut capstan head screwed for iron pipe suitable for 15 mm bore pipes complete all specified and directed. 7 S&F Brass Chromium Plated Angle Valve, fancy typescrewed for iron pipe suitable for 15 mm bore pipes complete all specified and directed. 8 S&F Health faucet with hose & hook ( complete set) fixed to angle / stop cock 15 mm dia complete all specified and directed. 9 S&F 15 mm bore CP pillar tap fancy type screwed down for iron pipe complete all specified and directed. 10 S&F 15 mm bore brass chromium platedsink mixer fancy type with swinging spout (wall mounted type) for mixing hot and cold water screwed downfor iron pipe complete all as specifed and directed 11 SCHEDULE A PART III-A (Internal Electrification) for details refer Sch A in pdf folder 12 SCHEDULE A PART III-B (Internal Electrification) 13 M & L forpoint wiring using 1.50 sqmm size, PVC insulated, unsheathed 1100 volts grade, IS-694 single core multi-stranded (FRLS-H) copper conductor cable in proper colour coding drawn into and including non metallic rigid PVC conduit medium grade (not less than 20 mm dia) with and including its all necessary fittings and accessories fixed concealed, sunk cast iron or 1.6 mm thick pressed modular steel terminal box for mounting fittings i.e, modularswitch / socketsincl cover plate with frameincluding one continuous run of PVC insulated (green colour) 1.50 sqmm size stranded FRLS-H copper conductor cable as in earth wire and connecting all metal parts to common earth dolly inclcutting and chases pinning in for concealed conduit wiring and making good of disturbed surface complete all as specified and directed for the following: - 14 Note: (i) Also includes inverter wiringwith one run of inverter wire 1.5 sqmm all alongwith circuit also included. (ii) All items used should be ISI marked. (iii) Cutting chases for concealed type point wiring including making good the same with plaster/putty is deemed to be included in quoted rate by the contractor. (iv) Accessories modular metal boxes, cover plate inner & outer is also deemed to be included in quoted rate. 15 (a) One light point/ bulb/ security light /bell buzzer/ ceiling fan/Exhaust fan point controlled by one-one way switch. 16 (b) One three pin 5 Amp socket on same board with other switches. 17 (c) One three pin 5 Amp socket on independent board 18 (d) All as per item No 5.01 above but for two way wiring 19 (e) All as per item No 5.01 above but point wiring with cable 2.50 Sq mm size, with earth continuity conductor of size 2.50 Sq mm. 20 All as per item No- 5.01 above but point wiring with cable 4.0 Sq mm size, with earth continuity conductor of size 4.0 Sq mm. 21 Supply & fixing decorative wall mounted LED tube light 1 x 20 watt with polycarbonate housing and integrated electronic driver with all acessories and fixing materialcomplete all as specified and directed. 22 Supply & fix decorativeLED tube light 1 x 10 watt wall mounted with extruded polycarbonate, integrated lamp & driver with opel diffuser and decorative end plates complete with all acessories and fixing materialcomplete all as specified and directed. 23 Supply & fix LED lamp 9 watt with suitable for batten / angular holder complete all as specified and directed. 24 Supply and fixing Vertical Loadline sheet metal enclosure double door, Triple pole and neutral (TP&N vertical loadline) AC, 415 volts, 08 way, with 200Amps rated copper bus bar and IP - 54 & IK 09 protection, with the inbuilt provison forfixing of 1 No MCCB 160 Amps Capacity and 24 Nos MCBs inside of DB, with metal door and flush to wall including grouting and cutting in existingwall and making good disturbed surfacewith two coats of white / colour washing / distempering etc to match the existing complete all as specified and directed. Note : MCCB and MCBs shall be provided inside the verticle DBs alongwith suitable size of copper wiring. 25 Supply and fixing BLDC Ceiling fan complete with blades, down rods, electronic fan regulator and accessories 230 Volts, 1200 mm sweep,min air delivery 210 CFMfive star rated with BLDC motor, super energy efficient, including provision of flexible cable 3 core of suitable size from ceiling rose to fancomplete all as specified and directed. 26 Supply and fixinglight duty Exhaust fan 300 mm sweep metal body with sturdy steel bird cage,double ball bearing and heavy duty motor copper winding, metal blades and fixing accessories 230 Volt, 28 Watt and including making hole of suitable size in the wall, plastering the surface making good damaged portion with plaster in CM 1:4 incl recolouring complete all as specified and directed. 27 Supply and fixing light duty Exhaust fan 230 mm sweepmade of sturdy engineering plastic complete with louvers shutter, voltage 230 V, 50 Hz, Rpm 1200, copper windingand fixing accessories 230 Volt and including making hole of suitable size in the wall, plastering the surface making good damaged portion with plaster in CM 1:4 incl recolouring complete all as specified and directed. 28 SCHEDULE A PART IV (Site Clearance and Earthwork) for details refer pdf folder 29 SCHEDULE A PART V (Road, Path and Hardatanding) for details refer pdf folder 30 SCHEDULE A PART VI A (Sewage Disposal) for details refer pdf folder 31 SCHEDULE A PART VI B (Sewage Disposal) 32 M & L for construction of septic tank 100 users withclass B brick masonry wall, PCC in foundation floor, M 30 Design Mix RCC over slab including sludge chamber, CI vent pipe, CI cowl, inlet and out let pipe, RCC baffle wall and all necessary excavation and earth work complete all as specified , shown in TD drawing No 217 sheet No 1/7 to 7/7as directed. 33 M & L for Soakage wells comprising of excavation, in any type of soil, foundation in PCC 1:3:6 type C2 , walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.80 M dia X 3.00 M effective depthall as specified and shown in drawing TD-309, sheet No 1/4 to 4/4 34 SCHEDULE A PART VII (Area Drainage) for details refer pdf folder 35 SCHEDULE A PART VIII (Fencing / Gate/ Compound wall) for details refer pdf folder 36 SCHEDULE A PART IX A(Rain Water Harvesting) for details refer pdf folder 37 SCHEDULE A PART IX B (Rain Water Harvesting) 38 Supply andfilling of sand of size 1.50 mm to 2.00 mm in rain water harvesting pit complete all as specified & directed. 39 Supply andfilling of pea gravel of size 5.0 mm to 10.0 mm in rain water harvesting pit complete all as specified & directed. 40 Supply andfilling of stone grit of size 40.0 mm in rain water harvesting pit complete all as specified & directed. 41 Supply andfilling of brick ballast (half burnt ) in rain water harvesting pit complete all as specified & directed. 42 Boring for rain water harvesting 150 mm diameter boring from level to first water tablecomplete all as specified & directed. 43 SCHEDULE A PART X A (External Water Supply) for details refer pdf folder 44 SCHEDULE A PART X B (External Water Supply) 45 M&Lfor Ductile iron pipe, centrifugally cast spun with socket and spigot ends, class K7 suitable for push on joint (rubber gasket D-jointing), 100mm dia, conforming to IS-8329 (2000), in standard length with cement mortar lining inside the pipe without side zinc coating, laid in trenches complete all as specified and as directed. 46 M&L for road cutting 0.75m width and 1.2m depth for laying and dismantling of DI/GI pipes and making good the disturbed surfaces including returning fillingwith and including and PCC (1:3:6) upto depth 20cm from road surface and removing of soil upto 50m complete all as specified and directed . 47 M&L for construction of masonry Pit of size 750 mm x 750 mm x 750 mm for valves and meterscomplete with MS sheetcover and locking arrangement including brick work using sub classB bricks and 15mm thick rendering in cement mortar 1:4 (internal / external) including two coats of white washing to exposed surfaces including2 coats painting to MS sheet cover with synthetic enamelledpaint over a coat of red oxide primer including necessary earthwork in any type of soil and PCC 1:4:8 type D2 as in foundation all as specified and directed. 48 M&L for construction of masonry Pit of size 900 mm x 900 mm x 900 mm for valves and meterscomplete with MS sheetcover and locking arrangement including brick work using sub classB bricks and 15mm thick rendering in cement mortar 1:4 (internal / external) including two coats of white washing to exposed surfaces including2 coats painting to MS sheet cover with synthetic enamelledpaint over a coat of red oxide primer including necessary earthwork in any type of soil and PCC 1:4:8 type D2 as in foundation all as specified and directed. 49 Supply and fixing Air realese valve cast iron,double rubber ball type,body fabricated with cast iron,including high & low pressure cover,cowl as per IS 210 FG 200 conforming to ISI marked, including bolts, nuts, washer and rubber packing all as specified and directed for size 100mm bore of pipe line complete all as specified and directed. 50 SCHEDULE A PART XI A (EXTERNAL ELECTRIC SUPPLY)for details refer pdf folder 51 SCHEDULE A PART XI B (EXTERNAL ELECTRIC SUPPLY) 52 Supplying, installing, commissioning and testing of transformer outdoor type step down 11/0.433 KV (at no load) with HT 3 phase and LT 3 phase 4 wire AC, 50 Hz, 160 KVA, copper wound, Energy Efficiency Level-III type, with offload changing arrangement on HT side for a variation of secondary voltage +/- 7.5% in steps of +/- 2.5 % including suitable cable entry boxes on LT side and HT Bushing on primary side complete in all respects with standard accessories and fitments confirming to IS-1180 (Part-I & II):2014 as specified and as directed including the following- 53 (a) Earthing terminal and rating diagram plate(b) Air release device(c) Oil filling inlet pipe with plug(d) Drain outlet pipe with brass gate valve with dummy plug(e) Conservator with level gauge(f) Silica gel with breather(g) First oil fill up to the recommended level by the manufacturer with new oil confirming to IS 335(h) Type of connection - Delta/Star(j) Type cooling- ONAN(k) Vector group - DYN 11 54 (l) Type of connecting arrangement - ACSR conductor connection on HT Side and cable connection box on LT Side(m) Provision of thermometer with pocket(n)(o) Oil and winding alarm and trip relay including marshal box(p) Platform of Size 3.0x 3.0 x 1.2m height from ground level with stairs including excavation, PCC 1:5:10 type E2 in foundation, brick work in CM 1:6, PCC 1:2:4 type B1 in coping, plastering 10mm thick in CM 1:6 on brick/concrete surface and on top covered with GI chain link fencing 1.20m high gate of mesh size 50 x 50mm and GI wire dia 3.15mm incl suitable size of angle Iron, nuts & Bolts etc. and deemed included unit rate quoted by contractor against this item of transformer. 55 Supply and erection in truely vertical position steel tubular swaged poles, type 410 SP-55 (11.00 meters long) with cast iron base frame, finial taper plug, bolts, nuts and screws all as specified including factory painted with two coats of black bituminous paint internally through out and externally for embedded portion and making 30 cms wide strips with yellow and black paint at alternatively upto 1.50 metre height and applying two coats of aluminium paint over a coat of red oxide primer on remaining exposed surface after erection , including writing of pole Number complete all as specified and directed by the Engr-in-Charge. Note:(1) All excavation & earth work as involved shall be measured & paid seprately.(2) PCC foundation and Coping as involved shall be measured and paid seprately under respective items. 56 Supply and erection in truely vertical position steel tubular swaged poles, type 410 SP-31 (9.00 meters long) with cast iron base frame, finial taper plug, bolts, nuts and screws all as specified including factory painted with two coats of black bituminous paint internally through out and externally for embedded portion and making 30 cms wide strips with yellow and black paint at alternatively upto 1.50 metre height and applying two coats of aluminium paint over a coat of red oxide primer on remaining exposed surface after erection , including writing of pole number complete all as specified and directed by the Engr-in-Charge. Note:(1) All excavation & earth work as involved shall be measured & paid seprately.(2) PCC foundation and Coping as involved shall be measured and paid seprately under respective items. 57 M & L including testing and commissioning of NATURE Switch for outdoor lighting automation using space grade sensors and an advances micro controller suitable for outdoor use having features Automatic Switching ON at Sunset, Automatic Switching OFF at dawn, No clock setting and time settings wide operating voltage range, High voltage trip and auto reset having specification 415 Volts, 50 Hz, 04 Nos incomer MCBs of suitable ratign with auto and manual arrangement including 03 Nos contactor and suitable rating outgoing MCBs single pole type complete with all connected accessories of rating 12 KW 3 phase, current range 40 Amps all as specified. Make- KAKTIYA ENERGY SYSTEM Model No- SWADEEP-02EC12KWP3P or eqvt 58 Material and Labour for Design, supply, Fabrication, Installation, testing and Commissioning factory made, LT panel board, (SIZE NOT LESS THAN-1200X1200X500 MM, LXWXD) Outdoor type, totally enclosed, dust and vermin proof suitably ventilated, floor mounted, 415 volts, 3 phase and neutral, 50 hz, AC supply system, fully compartmentalised, both side openable, made out of 3.00mm thick CRCA sheet steel, protection of enclosure IP-54 as per IS : 2147 of 1962 with pre-treatment and powder coated of approved colour including suitable frame work / support made out of suitable size of angle iron / flat iron, front opening type with provision for cable entry, 59 with proper ferrule and cable glands, internal wiring with PVC insulated multi stranded copper conductor FRLS cable of adequate size (minimum 1.5 sqmm), including required civil works/anchoring bolts for fixing, PCC foundation etc with and including following all as specified and directed : -a)Busbarchamber :Electrically grade copper shrouded bus bar of capacity 400 Amps for each phase and 400 amps for Neutral andcurrent density 0.8/Sqmmincluding interconnection of all switch gears, fixed on DMC insulators and provision of extension. 60 Note- The panel shall be free standing on angle iron having size 65x65x6 mm and height 900mm long with 04 Legs with base support of MS flat of size 100x100x6 mm complete with following scope of work-INCOMER :(i) MCCB 250Amps, 415Volts, 4 pole 50 Hz, 36 KA with adjustable , thermal magnetic release in built instantaneous protection, Ics = 100%Icu(1 sec) complete all as specified and directed. 01 Nos. (ii) Ammeter 0 to 400 Amps digital type with built in selector switch, CTs of suitable ratio 400/5 amp , 5 VA class 1.0 (set of three) = 01 set. 61 (iii) Voltmeter 0 to 500 volts digital type with built in selector switch = 01 No(iv)AC three phase LT/CToperated multifuctional energy meter of accuracy class-0.5, 3x240 volts 50 Hz, with optical, backlit LCD display, measures and display, trivector energy and load survey, TOD temper detection and lodging power on/off events, instataneous parameter of rating - 5 Amps, with display in absence of power complete - 01 No (v) Phase Indication lamps (RYB), LED type - 01 No (set of three).(vi)MCB SP 6Amps 10 KA,for control protection RYB phase (set of 3)-01 set. 62 Outgoing:Outgoing with one compartment each comparment will consist the following :(i) MCCB 160 amps, 415Volts, 4 pole 50 Hz, 16 KA with adjustable thermal magnetic release, in built instantaneous protection, Ics = 100%Icu(1 sec) complete all as specified and directed- 02 Nos(ii)MCCB 63 amps, 415Volts, 4 pole 50 Hz, 16 KA with adjustable thermal magnetic release, in built instantaneous protection, Ics = 100%Icu(1 sec) complete all as specified and directed- 01 Nos (iii) MCB SP 16 - 20 Amps10 KA- 01 Nos 63 Supply and fixing polycarbonate kiosks box suitable for three phase 415 volts AC supply with 04 Nos Aluminium bus bar rating 63 amps with one NoMCB 16 Amps, SP having size 300X200X150 mm complete including making fixing arrangement on 9 mtr long swaged pole with flat iron clamp including connection from light fitting to junction box with 1.0 sq mm, 3 core wire all as specified and directed by Engr-in-charge. 64 Supply fabricated and fixing street light bracket made out of GI pipe 1.2 mtr long 40/50mm dia medium grade bent to shape including clamps made out of 40 x60 mm flat iron for steel tabular pole, nuts, bolts including painting all as specified 65 Sand cushioning with fine sand to under ground cables in trenches/ducts in layers of 8 cm deep before laying the cable and 15 cm deep after laying and stretching the cable as specified. Note :- Punned thickness shall be measured and paid. 66 SCHEDULE A PART XII A (LIFTS)for details refer pdf folder 67 SCHEDULE A PART XII B (LIFTS) 68 Design, supply, install, testing & commissioning of lift carry 8 passengers , cap 554 kgs, speed 1.5 metre/sec with single speed motor, 415 volts, 3 phase AC 50 Hz supply, conforming to IS-14665 and as amended, suitable to serve G+06 upper floors with AC Variable Voltage & Variable Frequency Drive (VVVF drive) complete with all standard accessories, simplex automatic & manual dual controlled operation with/without attendant, centre opening doors with door drive (electric motor driven mechanism), sliding stainless steel doors, automatic rescue device (ARD) system, 3D infra red sensor in full height of door & built in announcing system without hand set (03 Nos, one each in car, Machine room & near Ground floor landing door)including one fireman switch which will be activated in case of fire incident including wiring and talk back facility complete including cable etc all as specified 69 Design, supply, install, testing & commissioning of lift carry 13 passengers , cap 884 kgs, speed 1.5 metre/sec with single speed motor, 415 volts, 3 phase AC 50 Hz supply, conforming to IS-14665 and as amended, suitable to serve G+06 upper floors with AC Variable Voltage & Variable Frequency Drive (VVVF drive) complete with all standard accessories, simplex automatic & manual dual controlled operation with/without attendant, centre opening doors with door drive (electric motor driven mechanism), sliding stainless steel doors, automatic rescue device (ARD) system, 3D infra red sensor in full height of door & built in announcing system without hand set (03 Nos, one each in car, Machine room & near Ground floor landing door) including one fireman switch which will be activated in case of fire incident including wiring and talk back facility complete including cable etc all as specified 70 Supply & Lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross sectional area 16 sqmm 4 core. 71 Providing manpower & operation of 4 x pessenger lifts at Clement town military station by providing manpower 01 x Un-skilled lift operator per shift in a day for 8 hrs including Sunday & holiday and carrying out minor regular / periodical repairs and regular servicing for upkeep the passenger lift serviceable in all respect, checking of oil levels, thorough checking of lift, make the machinery /equipment dust free, including thorough cleaning up of battery terminals of ARD unit, greasing/oiling of moving parts, leak testing etc all as specified and directed by the Engineer-in-charge. (Note:- (i)The duration of work will be carried out in three shifts from 0600 hrs to 1400 hrs (First Shift), 1400 hrs to 2200 hrs 72 (Second Shift) and 2200 hrs to 0600 hrs ( Third Shift). (ii)The duration of work will be carried out in three shifts of 08 hrs of each shift by deploying the manpower 02 x Un-skilled lift operator in each shift (Total 06 operators in one day) to operate the 04 Nos automatic lift ( 02 x 08 passengers & 02 x 13 Passenger) in high rise towers of G+6 storey). [24 months for DLP & 36 Months after DLP] 73 Comprehensive maintenance of all mechnical & electrical components & conduct a thorough inspection of the fully automatic 04 x passenger lifts ( 02 x 08 passengers & 02 x 13 Passenger) in two high rise tower of G+6 storey) with mechnical & electrical systems, including motor, cables, brakes, control panels & wiring. Identify any signs of wear, drainage or carring out daily check and periodical services of fully automatic electrical lift with power operated door, simplex collective control system with repair / maintenance of unserviceable parts such as bearings, bushes, all type of guide shoes, headers, hangers, door ropes, door cards, car door sills, landing door sills, 74 door locks, control cards and its contacts, hall push buttons and its spares, connector / links, welding of crack/broken and MS parts,kanding operating panel of any size & capacity, repair / maint of u/s damaged door safety edge & sensor mechnical safety locks, megnatic lock of contact, car position indicator & all connected accessories, necessary wiring of hall push button assembly, repair/ mantenance of broken COP/LOP buttons & 75 display including cover, fire alarm, firemen button glass, intercom, alarm/hooters, maintenance of damged hand rail shaft, light / switches , complete with illuminated push button & direction indicator with LPT/LPC card of stainless steel inclusive of harness wiring for laminating of push button of each floors & safe operation of lifts, fixing of loose rail brackets if any, cabin mirror light & minor repair of cabin fan, ensure safe & smooth functioning of lift & complete maintenance of car top, binding of loose wire at control panel & rust painting at car top and door, dewatering of lift well in case of any emergency arise all as directed by Engineer-in-charge. [ 36 Months after DLP] 76 SCHEDULE A PART XIII A (DG SETS)for details refer pdf folder 77 SCHEDULE A PART XIII (DG SETS) 78 Supply ,installation ,commission and testing totally enclosed type (silent operation with canopy,CPC B-IV approved ),static type Diesel Engine driven,Generating set of 40 KVAcapacity confirming to BS-5514/IS -13018:1990(Engine) & IS-13364/IS-4722 (Alternator), 4 wire 50 HZ415 Volts supply under NTP conditions when running at 1500 RPM complete including Engine Alternator mounted on common base plate of rigid fabricated mild steel base frame all as recommended by manufacturer and having following provisions all as specified and directed . 79 The silent canopy shall be as per the Central Pollution Control Board norms . The silensor canopy shall be manufacturerd by the manufacturer of the engine itself . The make and model of generator set to be installed with engine details ,alternator specifications and specification of silensor canopy shall be got approved from GE before order is placed by the contractor to the manufacturer. 80 (A) Alternator:- Alternator shall be of capacity of 40 KVA net out put at work site after considering derating factor as per MSL height and NTP conditions as applicable at power factor .85,AC , 3 phase , 4 wire, AVR system, screen protected . Ball / roller bearing with damp proof copper windings on each pole to base as per IS-13364/IS-4722 complete all as specified . 81 ( B ) Diesel Engine :- Diesel shall be of adequate capacity suitable for above alternator after derating factor as per MSL hight and temperature for work siteand as per relevant IS code having provision of coupling shaft to drive the above Alternator independtly after considering power losses in all the accessories forming part of the set i.e. couplings any type FIP , water cooler, direct injector ( if provided ), fan etc. Engine should be multistage, vertical multi cylinder water cooled, 4 stroke, direct injection cold starting , RPM1500, industrrial type standard accessories complete in all respect including all provisions as recommended by manufacture and following provisions complete all as specified and directed. (Note: DG set will be conforming to notification of Min of Environment date 17 may 2002):- 82 (i) Fly wheel with housing .(ii) Air cleaner dry type(iii) Corrosion resisiters.(iv) fuel filter, Oil filter (v) FIP system including pump injectors solenoid controls , nozzles, govenors etc(vi) Radiiator including water pump with fan (vii) Cylinder with buffers, tail pieces duly insulated with asbestos/ lagging and sufficiently extended to carry exhaust outside theDG Set building. 83 (a) Lead acid battery 12 volts , 90/100AH = 01Nos. initially chargedMake :- Exide/Prestolite/ AMCO ( Maintenance free type)(b) Self Starter.(c)Alternator12 volts DC complete with holding clamp. (d) Start / Stop push button ,ignition switch with key system.(e) Battery charging system including regulator and generator / alternator 84 (viii) Engine shallbe with turbo charger.(ix) Engine protection device against low lubicating oil pressure, high water temperature ,and high oil temperature ,over speeding of engine etc.(x) Water temperature gauge, oil temperature gauge, oil puessure gauge ammeter for display charging + Amps etc. 85 (C) ACCOUSTIC ENCLOSURE FOR DG SET :- Supply and fixing accustic enclosures suitable of 40 KVA capacity diesel Generator set duly fabricasted of channel and CRCA sheet 16SWG of required size having doors , insulation sides and top by minralrock wool confirming to IS-8183 of adequate thickness accoustic louvers /outlet. ventilation system etc . complete as per manufacturers instructions with wiring and lighting arrangements duly painted of three coats of dulux gloss synthetic enamalled paint over a primer coat or as directed of suitable size all as required at site and comprising of the following :- 86 (i) Base: MS channel fabricate MS channel made out of 5 mm thick MS sheet of ISMC suitable section .(ii) Structure heavy duty rectangular MS box channel .(iii) Doors fabricated from MS CRCA 2 mm thick air tight with neoprene rubber gasket and gun metal heavy duty spring loaded locks .(iv) Out side cover: Made out of CRCA sheet 2 mm thick.(v)Accustic insulation ( side &Top )sound proofing minerla rock wool slab of density 96Kg/m3confirming to IS 0183 thickness 100mm covered by fire Resistant fiber tissue as per manufacturer recommandation .Test report from original manufacturer to be submittedbefore incorporation in the work for authenticity of material .(vi) Inside cover : CRCA perforated sheet 0.6mm thick powder coated .(vii) Inspection port : Aluminium frame with double wwalled glass fixed type sealed with neoprene rubber gasket for viewing instrument panel . 87 (D)AMF CONTROL PANEL:- As per manufacturers design with the following equipments. (a) 2 Nos. , 3 pole, suitable ratingcontactor -L&T,Crompton, C&S,GE.(b) 02 Nos MCCB of sutable type and rating for DG/Mains incoming-L&T/GE/ C&S(LG ).© Frequency meter -Enercon/Caddle/ AE/ C&S(LG).(d) Ammmeter with suitable CT,s with selector switch-Enercon/Caddle/AE.(e)Voltmeter with suitable switch-Enercon/Caddle/AE.(f) Frequency meter -Enercon/Caddle/AE. 88 AMF logic :The AMF panel shall be provided with micro processer based programmable logical control system of Make -C&S (LG) /UTOPIA /SIEMENS. The control system will have the fillowing option:-(a) Start/ stop settings including delay and timing setting duly programmable.(b) programmable timing for idle running .(c) Auto/ manual option for each contractor .(d) Self starting kiks for three times or as per programme .(e) Alarm for any fault with buzzer and indicating lamp .(f) One main supply voltage monitor .(g) One alternator supply voltage monitor .(h) One set of DC control relays and timers.(j) One set of control relays for the automatic control system . 89 (E) RCC FOUNDATION:- RCC FuoundationM 20(as per manufacturer design) ,450 mm overall height, 300mm above floor level and 150 mm below floor level of required size. (Make of Engine :-Cummins/Kirloskar/ Ashok leyland /Ruston/Greaves.(Make of Alternator:-Kirloskar/Jyoti/Stam Ford,Alston, Electric, Jyoti . 90 (F) Acoustic Louvers / Attenuators at Air inlet/outlet :-The acoustic louvers provides excellent sound attenuation and good weather protection. Single blade and chevron blade louvers are manufacturefrom 16 SWG CRCA sheet top section with an acoustic in fill of resin bonded mineral rock wool has a density of 96 Kg/m3 .The under section is formed from 18 SWG CRCA performed sheet after covering with resistance tissues to prevent fire migration or by means of acoustic lined ducts. 91 (G) FUEL TANK :- One No of sheet metal steel tank of suitable capacity of hold diesel sufficient for 12 hours running at full load, mounted on angle iron frame including the following:-(i) Level indicator to indicate level of diesel in tank. (ii) Drain plug with 2.0 mtrs pipe for draain oil.(iii) fuel strainer.(iv) Pipe for fuel.(v) Air vent.(vi) Mannually operated one no. fuel pump. 92 (H) INSPECTION PORT :-Aluminium box frame with double welded glass fix type sealed with neoprene rubber gasket, for viewing instrument panel.(J) VENTILATION :- Forced with suitable fan. 93 (K) WIRING AND LIGHTING :-PVC copper wire concealed in flexible conduit provided with florescent tube light and MCB.(a) Earthing panel (Neutral body).(b) Control Panel .© Cable leads for batteries.(d) Power cable to euipment.(e) Self StarterNOTE :- (a) Generating set will be placed on suitable foundation as recommended by manufacturer .and cost thereof shall be included on the prices quoted .(b)Tools shall be supplied as per manufacturer,s instructions and cost thereof shall be included in the price quoted . 94 SCHEDULE A PART XIV A (Fire Alarm & Fire Fighting) 95 SCHEDULE A PART XIV B (Fire Alarm & Fire Fighting) 96 Supply, laying & testing PVC insulated, PVC sheathed cable galvanized steel strip or wire armoured, electric control cables (Heavy duty) with stranded copper conductor of size 1.5 sq mm ,2 core, 1100 Volts grade 97 Supply, laying & testing PVC insulated, PVC sheathed cable galvanized steel strip or wire armoured, electric control cables (Heavy duty) with stranded copper conductor of size 1.5 sq mm ,4 core, 1100 Volts grade 98 Supplying installation testing and commissioning of addressable electronic Hooter with audioable range of 25 to 30 mtr with suitable output wattage.These Hooter should be such that they are capable of public announcement as well as used for fault as requried. 99 S & F active repeater ,silence ,mute, reset,accept,evacute and test controls, DX control panels require a 24 V dc supply and an RS485 card required when used with ZX control panel. 100 Fire pump electric driven engine horizontal end suction cetrifugal type as per relevant IS with CI casing bronze impeller and stainless steel shaftmounted on heavy duty bearings suitable continuous operation 0-150% of rated capacity for 415 Volt 3 Phase 50m Hz AC supply for discharge head 900 LPM at 36 m Head complete with automatic start system in case electric supply failure and mannual Start off having battery of appropriate rating, self starter,foundationcomplete all as directed by Engineer-in-Charge. makes: shakti pumps india ltd/Kirloskar/CG 101 Supply, installation, testing and commissioning out door type cubical panel board outer shell made out of3.15 mm thick CRCA sheet and inner shell made out of 3.15 mm thick CRCA sheet and MS angle of suitable size on PCC 1:2:4 type B-1 platform frame factory fabricated with front and back open able double door systemlouvers and air vent gasket for natural flow of air “U” type gasket shall be used to make the outer shell completely vermin proof .suitable for 3 phase 4 wire 415 Volt, 50 Hz, factory fabricated (Factory approved from CPRI)having modern fabrication and followed by powder coat painting comprising of the following:- (Main Elect Panel ) 102 (a) MCCB 415 volts .4P ,200 Amps 16 KA(incoming)-01 No(b) MCCB 415 volts .4P,63Amps 16 KA(O/G)-03 Nos (for Fire pump & lift)(c) MCCB 415 volts .4P,63 Amps 16 KA(O/G)-01 Nos (for Fire alarm Panel)(d) MCCB 415 volts .4P,100Amps 25 KA(O/G)-01 Nos (for bldg)(e) Space for starter - 01 No(f) Bus bar chamber with and including Aluminium strips (set 4 nos) suitable for 300 ampsduly mounted on porcelain insulators-01 Set(g) DigitalAmp meter 3 phprogrammebale type with suitable CTs -01 Set(h) Digitalvolt meter 3 phprogrammebale type suitable for 500 Volt -01 Set (j)LED Phase indicator R, Y & B-01 Set 103 S&F water type extinguisher(IS: 15683) 9kg capacity 104 S& F light weight squeenze grip type CO2 Extinguisher(IS: 15683) 4.5 kg capacity 105 S&F Dry power (ABC) extinguisher(IS: 15683) 9 kg capacity 106 S&F Dry Mechanical foam extinguisher (IS: 15683) 9 ltr capacity 107 S&F Fire buckets(Dry sand) (IS:2546) 108 S&FFire bucket stand post 109 SCHEDULE A PART XV (Heating Appliances) 110 SCHEDULE A PART XVI (Lightening Conductor) 111 SCHEDULE A PART XVII (Dismantling / Demolition)
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27.
Public Works Department
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Ladakh
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BRR:9857088
Tender for Flood Protection And Training Work At Basgo Nallah By Way Of Channelization ,Earth Work And Construction Of Gabion Walls From (Rd 5683 To Rd 5883) L=200 Mtrs(Under Fmbap)
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28.
Public Works Department
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Ladakh
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BRR:9857087
Tender for Flood Protection And Training Work At Basgo Nallah By Way Of Channelization ,Earth Work And Construction Of Gabion Walls From R/S Rd 7660-7860 And Ls 7610-Rd 7860) L 250 Mtrs(Under Fmbap)(Gabion To Be Supplied By Divisional Store)
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29.
Zilla Parishad
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West Bengal
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BRR:9856499
Tender for Construction Of Pilling Work With Earth Filling From The Shop Of Sk Ashadul To The House Of Sk Nasib 120 Ft Apas/01/180/184/0003 Under Chandrabhag G.P. Within Bagnan Ii P Samity
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Contract Value:
2.47 Lakhs
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Contract Date:
14-Mar-2026
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Contractor Name:
M. M. ENTERPRISE
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30.
Public Works Department
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Himachal Pradesh
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BRR:9856143
Tender For Rrd On Link Road From Patlikuhal Naggar K.M 0/00 To 4/00(Sh:- C/Or/Wall With Toe Wall At K.M 2/190 To 2/240; 1 Earth work in excavation for structures as per drawing and technical specifications clause 305.1including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead ,dressingof sides and bottom and backfilling in trenches with excavated suitable material .within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. The rate is including octroi, Royality, Malkana, Toll Tax, or any other Taxes imposed by the Government including GST. 2 Providing and laying concrete for plain/ reinforced concrete 1:4:8 (One cement :four sand : eightgraded stoneaggregate 40mm (Forty millimetre nominal size ) in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. The rate is including octroi, Royality, Malkana, Toll Tax, or any other Taxes imposed by the Government but including GST. 3 Stone masonry work in cement mortar for sub structurecomplete as per drawing and technical specifications clause 702,704,1202 and 1204 Random rubble masonry in cement mortar 1:6 (One cement : Six sand).within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. The rate is including octroi, Royality, Malkana, Toll Tax, or any other Taxes imposed by the Governmentincluding GST. 4 Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material. .within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. The rate is including octroi, Royality, Malkana, Toll Tax, or any other Taxes imposed by the Governmentincluding GST. 5 Providing weap holes in brick masonry/ stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full with of the structures with slope of 1(v):20 (H) towardsdrawing face complete as per drawing and technical specification clauses 614,709,1204.3.7. .within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. The rate is including octroi, Royality, Malkana, Toll Tax, or any other Taxes imposed by the Governmentincluding GST.
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Contract Value:
40.72 Lakhs
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Contract Date:
13-Nov-2025
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Contractor Name:
ISHANT MAHANT CONTRACTOR
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31.
Highways Department
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Tamil Nadu
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BRR:9856010
Tender For Picking 5Cm To 10Cm Old Metalled Surface And Sectioning 1Sqm Picking The Existing Bituminous Surface Upto 50Mm Depth As Directed By The Departmental Officers And Collecting The Picked Up Salvaged Metal And Stacking The Same For Reuse And Deposting The Debris Excluding Cost Of Materials Including All Labour Charges For Pickig And All Other Tools And Plants Employed Of The Work And Including All Other Incidental Charges Etc., , Road A , Earthwork Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting, And Depositing On Bank With All Leads And Lifts As Per Ss20b; Including Cost Of All Labour Charges, Materials, Tools, Equipment And All Incidental Charges; Including Compacting With Power Roller, Watering; Including All Hire And Fuel Charges For All Tools And Plants; Removal Of Other Deleterious Matter And Obstructions; Trimming Of Bottom Of Excavation; Backfilling; Clearing Up The Site And Disposal Of All Surplus Materials Etc., Complete As Per Standard Specification. A) Box Cutting For Widening Portion , Road A , Road A (Branch Road Improvements) , Providing Compaction Of Berms Using The Box Cut Earth Including All Hire And Fuel Charges For Power Roller For Compaction,Water Sprinkler,Including All Labour Charges For Laying Spreading, Watering Etc., Complete As Directed By The Departmental Engineers For Making Up Of Low Berms , Road A , Earthwork Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting And Depositing On Bank With All Leads And Lifts As Per Ss20b Including Cost Of All Labour Charges, Materials, Tools, Equipments And All Incidental Charges, Including Compacting With Vibratory Soil Compactor, Watering, Including All Hire And Fuel Charges For All Tools And Plants, Removal Of Other Deleterious Matter And Obstructions, Trimming Of Bottom Of Excavation Back Filling, Clearing Up The Site And Disposal Of All Surplus Materials Etc., Complete As Per Standard Specification. For Embankment / Sub Grade , Road A , Granular Sub-Base- Providing, Laying, Spreading And Compacting Graded Stone Aggregates For Granular Sub Base, Including Premixing The Materials With Water At Omc In Mechanical Mix Plant, Conveyance Of Mixed Materials By Tipper To Site, Laying In Uniform Layers Using Pavers In Sub Base Course On Well-Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density; Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 406 Of Morth Rev-5.-For Grading- V Material , Road A , Road A (Branch Road Improvements) , Granular Sub-Base- Providing, Laying, Spreading And Compacting Graded Stone Aggregates For Granular Sub Base, Including Premixing The Materials With Water At Omc In Mechanical Mix Plant, Conveyance Of Mixed Materials By Tipper To Site, Laying In Uniform Layers Using Pavers In Sub Base Course On Well-Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density; Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 406 Of Morth Rev-5.- For Grading- Iii Material , Road A , Road A (Branch Road Improvements) , Wet Mix Macadam- Providing, Laying, Spreading And Compacting Graded Stone Aggregates For Wet Mix Macadam, 250 Mm Thick, Including Premixing The Materials With Water At Omc In Mechanical Mix Plant, Conveyance Of Mixed Materials By Tipper To Site, Laying In Uniform Layers Using Pavers In Sub-Base/Base Course On Well-Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density; Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 406 Of Morth Rev-5. , Road A , Road A (Branch Road Improvements) , Prime Coat - Providing And Laying Prime Coat Over Granular Base Using 7 Kg Of Emulsion Bitumen (Ss1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It, Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 502 Of Morth Rev-5. , Road A , Road A (Branch Road Improvements) , Tack Coat - Providing And Applying Tack Coat With Bitumen Emulsion (Rs-I Type) Using Emulsion Pressure Distributor At The Rate Of 0.25 Kg Per Sqm On The Prepared Bituminous/Granular Surface Cleaned With Mechanical Broom As Per Clause 503 Of Morth Specification- Over Granular Surfaces Treated With Primer , Road A (Branch Road Improvements) , Tack Coat - Providing And Laying Tack Coat Over Existing Bituminous Surface Using 2 Kg Of Bitumen Emulsion (Rs1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It, Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 503 Of Morth Rev-5 , Road A (Branch Road Improvements) , Road A , Dense Graded Bituminous Macadam (75 Mm Thick Using Vg30 Bitumen And More Than 5M Paver. Providing And Laying And Consolidated Thick Dense Bituminous Macadam Using 0.24 Cum Of 26.50-13.20 Mm, 0.25 Cum Of 13.20-2.36 Mm And 0.23 Cum Of 2.36 Mm And Below, And With 53.20 Kgs Of Vg30 Grade Bitumen For Premixing Per 10 Sqm; Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen, Aggregate And Mixing Them In The Required Temperature In Central Hot Mix Plant (20-30 Ton Capacity); Conveying The Mix By Tipper Trucks To Work Site; Spreading The Mix To Uniform Thickness Of 50 Mm Using Paver To The Specified Grades And Cross Sections; Compacted By Vibratory / Pneumatic Roller To The Required Density Etc.; Including Labour For Attending To Paver At Site Etc.; Including Hire And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Rollers And All Other Tools And Plant Required, Including All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 505 Of Morth Rev-5 Grade I , Road A , Dense Graded Bituminous Macadam (75 Mm Thick Using Vg30 Bitumen - Providing And Laying And Consolidated Thick Dense Bituminous Macadam Using 0.24 Cum Of 26.50-13.20 Mm, 0.25 Cum Of 13.20-2.36 Mm And 0.23 Cum Of 2.36 Mm And Below, And With 53.20 Kgs Of Vg30 Grade Bitumen For Premixing Per 10 Sqm; Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen, Aggregate And Mixing Them In The Required Temperature In Central Hot Mix Plant (20-30 Ton Capacity); Conveying The Mix By Tipper Trucks To Work Site; Spreading The Mix To Uniform Thickness Of 50 Mm Using Paver To The Specified Grades And Cross Sections; Compacted By Vibratory / Pneumatic Roller To The Required Density Etc.; Including Labour For Attending To Paver At Site Etc.; Including Hire And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Rollers And All Other Tools And Plant Required, Including All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 505 Of Morth Rev-5 Grade I , Road A (Branch Road Improvements) , Bituminous Macadam Grading Ii -Providing, Laying 50 Mm Consolidated Thick Bituminous Macadam Using 0.20 Cum Of 26.50-13.20 Mm, 0.43 Cum Of 13.20-2.36 Mm And 0.08 Cum Of 2.36 Mm & Below Size Irc Metal With 37 Kgs Of Vg30 Grade Bitumen For Premixing Per 10 Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen, Aggregate And Mixing Them In Required Temperature Using Central Hot Mix Plant 20-30 Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 50 Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 8-10 Tonne Vibratory Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc., Including Hire And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Roller And All Other Tools And Plant Required, Including All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 504 Of Morth Rev-5 , Road A (Branch Road Improvements) , Bituminous Concrete - 40 Mm Thick Grade Ii Using Vg 30 Bitumen ( More Than 5 M Paver) Providing And Laying Bituminous Concrete To 30/40 Mm Thick Using 0.13 Cum Of 19.00-9.50 Mm, 0.17 Cum Of 9.50-2.36 Mm And 0.26 Cum Of 2.36 Mm And Below With 50.30 Kgs Of Vg40 Bitumen For Premixing Per 10 Sqm; Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregate To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant (20-30 Ton Capacity), Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40 Mm With Mechanical Paver To The Specified Grades And Cross Sections, And Consolidated By 8-10 Tonne Vibratory Roller To The Required Density Etc.; Including Labour For Attending To Paver At Site Etc., Including Hire Charges And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Roller And All Other Tools And Plant Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 507 Of Morth Rev-5. Grade Ii , Road A , Bituminous Concrete - 40 Mm Thick Grade Ii Using Vg 30 Bitumen Providing And Laying Bituminous Concrete To 30/40 Mm Thick Using 0.13 Cum Of 19.00-9.50 Mm, 0.17 Cum Of 9.50-2.36 Mm And 0.26 Cum Of 2.36 Mm And Below With 50.30 Kgs Of Vg40 Bitumen For Premixing Per 10 Sqm; Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregate To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant (20-30 Ton Capacity), Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40 Mm With Mechanical Paver To The Specified Grades And Cross Sections, And Consolidated By 8-10 Tonne Vibratory Roller To The Required Density Etc.; Including Labour For Attending To Paver At Site Etc., Including Hire Charges And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Roller And All Other Tools And Plant Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 507 Of Morth Rev-5. Grade Ii , Road A (Branch Road Improvements) , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structures 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 Of 1000 Metres. (Existing Structure Pcc) , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structures 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 Of 1000 Metres. (Existing Structure Rcc) , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Earth Work Excavation In All Classes Of Soil Except Hard Rock Requiring Blasting And Depositing On Bank As Per Ss20b With All Leads And Lifts And All Other Incidental Charges Such As Baling Out Water Shoring Shrutting, Walling & Forming Protective Bunds Wherever Necessary Etc Complete As Per Relevant Standard Specification For Foundation , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Plain Cement Concrete Of Grade M-15, Nominal Mix 1:2:4 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Base Course Of Box Culvert , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Vibrated Reinforced Cement Concrete M-25 Grade Design Mix Using Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site But Excluding Cost And Fabrication Of Steel, Including Labour Charges For Mixing, Transporting, Laying, Curing Concrete, Working At Heights, Hire Charges For Tools And Plants, Including All Other Incidental Chargeas, Etc., Complete For Box Culvert Base Slab And Wall , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Supply And Fabrication Of Fe-500/Fe-500D Steel Required For All Reinforced Cement Concrete Items Of Works Involved In The Schedule, Including Cost Of Steel At Site And Cost Of Fabrication Labour Charges For Cleaning The Rods Straightening, Cutting, Bending, Tying Grills, Including Over Laping To The Required Length Wherever Necessary And Providing To The Reinforcement Placing The Reinforcement In Position As Specified In The Drawings Including Cost Of Binding Wire, Provision Of Spacer Bars, Cover Blocks And All Other Incidental Charges, Etc., Complete. As Per Section 2706 Of Mort&H Specficaton (Fifth Revision-2013) , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Vibrated Cement Concrete Of Grade M-20, Nominal Mix 1:1.5:3 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Wing Walls And Parapets , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Vibrated Cement Concrete M30 Design Mix Using Iss Size Hbg Graded Metal Including Cost And Conveyance Of All Materials To Worksite And Cement At Site Including All Labour Charges For Fixing Concrete, Laying, Vibrating, Hire Charges For Tools And Plants, Compacting, Curing With All Leads For Soft Water, Including All Other Incidental Charges Formwork Cost Of Remolded Expansion Joints And Fixing The Same In Position Etc., Complete For Wearing Coat Of 75Mm Uniform Thickness Over Deck Slab And Approach Slab. As Per Section 2702.2 Of Mort&H Specfication (Fifth Revision-2013) , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Providing Filter Media Behind Abutment And Returns For 600Mm Thickness Using Filter Material Conforming To Clause 309.3.2.B Of Mort&H-Rev.5 Well Packed With Smaller Size Towards The Soil And Bigger Size Towards The Wall Including Cost And Conveyance Of All Materials To Worksite Including Labour Charges And All Other Incidental Charges, Etc Complete. As Per Ci.710.1.4 & Appendix 6 Of Irc :78-2014 , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Providing And Fixing Pvc Seepage Pipes Of 110Mm Dia Of Required Lengths For Abutments And Wings Including Costs And Conveyance Of All Materials To Work Site And Labour Charges For Fixing, Etc. Complete To Drain The Backfill In Between Abutment And Wings , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structures 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 Of 1000 Metres. (Existing Structure Pcc) , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Earth Work Excavation In All Classes Of Soils Such As Hard Stiff Clay, Stiff Black Cotton,Hard Red Earth Shales,Murram, Gravel Stony,Earth Etc., And Depositing On Bank With All Leads And Lifts And All Other Incidental Charges Such As Bailing Out Water Etc., Complete As Per Standard Specification For Foundation Of Pipe Culvert , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Vibrated Cement Concrete Of Grade M-15, Nominal Mix 1:2:4 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Base Course Of Pipe Culvert , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Vibrated Cement Concrete M20 (Nomimal Mix 1:1.5:3) Using 40Mm Iss Size Hbg Metal Including Cost And Conveyance Of All Materials To Site Including Cost Of Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths, Tools And Plants And Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc., Complete As Per Relevant Standard Specifications.- For Body Wall , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Vibrated Cement Concrete Of Grade M-20, Nominal Mix 1:1.5:3 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For - For Parapet , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Supply Of Np3 Class Rcc, 1000 Mm Dia Hume Pipes Of 2.50M Length Confirming To Is 458/1989 Cost Of Pipe As A Finished Work Including All Other Incidental Charges Testing Charges Including Loading And Unloading Transporting And Delivery In Good Condition At Work Site As Directed By The Departmental Officer Etc., Complete. , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Hoisting And Fixing Of 1000 Mm Dia Pipes And Collars To Proper Gradient Including All Labour Charges And All Other Incidental Charges Etc., Complete. , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Refiling With Carted Earth Including Cost And Convenveyance To Site Including Labour Charges For Filling Inlayers, Watering Tamping Under Optimum Moisture Content To Get The Maximum Density All Incidental Charges Etc Complete , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Earthwork Excavation In All Classes Of Soils Except Hard Rock Requring Blasting Depositing On Bank With All Leads And Lifts As Per Ss 20B Including Cost Of All Labour,Materials, Tools, Equipments And All Incidential Charges Such As Bailing Out Water Providing And Maintaining Necessary Conferdams, Sheeting, Shoring, Bracing And Their Subsequent Removal, Removal Of All Logs, Stumps, Grubs And Other Deleterious Matter And Obstructions, Trimming Bottom Of Excavation Backfilling, And Cleaning The Site And Disposal Of All Surplus Materials Etc Complete As Per Relevant Standard Specifiation For Foundation Of Retaining Wall , Road A (Retaining Wall At Km.48/6,48/8 & 50/2) , Road A (Retaining Wall At Km.52/2,52/4 & 52/6) , Vibrated Cement Concrete Of Grade M-20, Nominal Mix 1:1.5:3 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Below Sill Level , Road A (Retaining Wall At Km.48/6,48/8 & 50/2) , Road A (Retaining Wall At Km.52/2,52/4 & 52/6) , Vibrated Cement Concrete Of Grade M-20, Nominal Mix 1:1.5:3 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Above Sill Level , Road A (Retaining Wall At Km.48/6,48/8 & 50/2) , Road A (Retaining Wall At Km.52/2,52/4 & 52/6) , Providing And Fixing Class1 Pvc Seepage Pipes Of 110 Mm Dia Of Required Lengths For Retaining Walls Including Costs And Conveyance Of All Materials To Work Site And Labour Charges For Fixing, Including Backing Aggregate For Draining Seepage Water Etc., (Weep Hole) , Road A (Retaining Wall At Km.48/6,48/8 & 50/2) , Road A (Retaining Wall At Km.52/2,52/4 & 52/6) , Earthwork Excavation In All Classes Of Soils Except Hard Rock Requring Blasting Depositing On Bank With All Leads And Lifts As Per Ss 20B Including Cost Of All Labour,Materials, Tools, Equipments And All Incidential Charges Such As Bailing Out Water Providing And Maintaining Necessary Conferdams, Sheeting, Shoring, Bracing And Their Subsequent Removal, Removal Of All Logs, Stumps, Grubs And Other Deleterious Matter And Obstructions, Trimming Bottom Of Excavation Backfilling, And Cleaning The Site And Disposal Of All Surplus Materials Etc Complete As Per Relevant Standard Specifiation For Foundation Of Toe Wall , Road A (Toe Wall) , Road A (Breast Wall) , Vibrated Cement Concrete Of Grade M-15, Nominal Mix, 1:2:4, Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site Including Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths, Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification, Etc, Complete As Per Relevant Standard Specification For Footing Of Toe Wall , Road A (Toe Wall) , Road A (Breast Wall) , Vibrated Cement Concrete Of Grade M20 (Nominal Mix) Using 40Mm Iss Size Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cost Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Hire Charges For Tools And Plants And Incidental Charges Etc., Complete As Per Relevent Standard Specification For For Stem Of Plain Cement Concrete Toe Wall (Below Sill Level) , Road A (Toe Wall) , Road A (Breast Wall) , Vibrated Cement Concrete Of Grade M20 (Nominal Mix) Using 40Mm Iss Size Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cost Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Hire Charges For Tools And Plants And Incidental Charges Etc., Complete As Per Relevent Standard Specification For Stem Of Plain Cement Concrete Toe Wall (Above Sill Level) , Road A (Toe Wall) , Road A (Breast Wall) , Providing And Fixing Seepage Pipes Of 110Mm Pvc Pipes Of Required Lengths For Abutments And Wings Including Cost And Conveyance Of All Materials To Worksite, Cost And Labour For 900 Mm Dia. Semi-Spherical Backfill Arrangements With 100Mm Size Broken Granite Chips At The Periphery And Labour Charges For Fixing Etc., Complete To Drain The Backfill. -1 No. In The Toe Wall , Road A (Toe Wall) , Road A (Breast Wall) , Construction Of Cement Concrete Centre Median Kerb With Top And Bottom Width 150 And 165 Mm Respectively, 325 Mm High In M 20 Grade Plain Cement Concrete On M 10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid, Foundation Concrete Laid Manually, All Complete As Per Clause 408. , Road A (Kerb Type Center Median ) , Filling Carted Earth In Between Gap For Median And Island And Above Road Level With Approved Materials Deposited At Site From Roadway Cutting And Excavation For Drain And Foundation Of Otherstructures, Spread, Greaded And Compacted As Per Cl:407 Of Morth , Road A (Kerb Type Center Median ) , Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm. Thick Including Reflectorising Glass Beads @ 250 Gms. Per Sqm. Area, Thickness Of 2.5 Mm. Is Exclusive Of Surface Applied Glass Beads As Per Irc: 35. The Finished Surface To Be Level, Uniform And Free From Streaks And Holes Etc Complete As Per Mort&H Specification No.803 , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Reflective Road Studs Of Category A Raised Pavement Markers Made Out Of Poly Carbonate / Abs Moulded Body Confirming To Astm D 788 And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face With Retro-Reflectance And Chromaticity Values Conforming To Astm D4280. The Reflective Raised Pavement Markers Shall Also Confirm To The Morth Circular No Rw/Nh. 33023/10/97-Do.Iii Dt 11.06.97 And The Height,Width And Length Shall Not Be Less Than 15Mm, 90Mm And 100Mm And With Minimum Reflective Area Of 13Sq.Cm On Each Side And The Slope To The Base Shall Be 35+/- 5 Degree.Each Reflector Shall Have A Cil Not Less Than Values Specified In Table2 Of Said Morth Circular.The Strength Of Deatchment Of The Integrated Cylindrical Shanks,(Of Diamter Not Less Than 19*/- 2 Mm And Height Not Less Than 30*/- 2Mm )From The Body Is To Be A Minimum Value Of 500Kgf.Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manifactures Recommendation And Complete As Directed By The Engineer. The Marker Shall Support A Load Of 13635Kg Tested In Accordance With Astm D4280 And Confirming To Irc35-2015 Guide Lines And Morth Specification 804 Etc., Complete. , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Retro Reflectorised Cautionary Mandatory And Informatiory Signs(Without Definitionboard) Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Iv Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012 (As Per Morth Specification No 801)(60 Cm Cirular Board) , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Retro Reflectorised Cautionary Mandatory And Informatiory Signs(Without Definitionboard) Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Iv Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012 (As Per Morth Specification No 801)(60Cm X 45Cm Rectangular Board) , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Retro Reflectorised Cautionary Mandatory And Informatiory Signs(Without Definitionboard) Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Iv Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012 (As Per Morth Specification No 801) 90 Cm Equilateral Triangle , Road A (Providing And Fixing For Road Furniture) , Providing And Erecting Of Retro Refectorised Hazard Marker Traffic Sign Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type-Iv Standards Of Irc 67-2012 And Astm D 4956-09, Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012(As Per Morth Specification No 801) , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Retro Reflectorised Cautionary Mandatory And Informatiory Signs(Without Definitionboard) Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Iv Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012(As Per Morth Specification No 801) Stop Board , Road A (Providing And Fixing For Road Furniture) , Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Xi Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 10 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012( For Location Of Blackspot,Curve,Sharp Bend,Junction,Ghat Roads And Critical Zone Application ( For Sign Having Area More Than 0.9 Sqm (Type Xi) , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Rigid Median Marker That Are Made Of Tough, High Impact Resistant, Injection-Molded, Thermoplastic Body With An Isosceles Trapezoidal Structure Of Length, Width And Height Not Less Than 15Cm, 10Cm And 10Cm Respectively And Thickness Not Less Than 1.8Mm, The Body Structure Shall Be Rounded At Its Acute Angle, All The Corners And Edges. The Plastic Used For Molding The Median Marker Shall Have A Minimum Notched Izod Impact Strength Value Of 600 J/M At Room Temperature, When Tested In Accordance With Astm D256 And Shall Retain At Least 70% Of This Value When Subjected To Accelerated Weathering For Looohrs As Per Astm G155 Or Ul746c. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body In The Injection Molding Process. The Median Marker Shall Have Rectangular-Shaped, Fluorescent Yellow Color Retro-Reflective Sheeting Of Size Not Less Than 8.5Cm*8.5Cm And With Fully Reflective Micro Prismatic Cube Corners As Its Retro-Reflective Elements As Per Irc 67 2012 And Astm D4956-09 Type Xi Specifications Reflectivity Values. The Retro-Reflective Sheeting Shall Be One Or Both Sides Of The Median Marker And Shall Be Edge Protected With No Exposed Edges Which Will Prevent Edge Lifting, Vandalism, Sheeting Damage, Etc. The Median Marker Shall Be Fixed By A Combination Of Epoxy Adhesive And Grouting. , Road A (Providing And Fixing For Road Furniture) , Supplying Of Solar Power Blinker: Including Solar Panel 60Wp, Solar Led Blinker With 300 Mm Dia (Led-192 Nos) - Red And Yellow, Charge Controller - 12V/5A, Smf 40Ah / 12V Battery, Visible Distance - 1000 Meters, 24 Hours Operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets And Other Accessories, Pole Height 17 Feet. Civil Works: ( Including Land Leveling, Cleaning And Digging Pits & Concrete Post Grounding )Erection And Commissioning Work: Pole Erection And Leveling Of Pole, Testing And Connection Of Batters, Charger Controller And Solar Panel Wiring Work , Road A (Providing And Fixing For Road Furniture) , Providing And Erecting W Metal Beam Crash Barrier: Providing And Ercting W Metal Beam Single Sided Double Guard Crash Barrier Comprising Of 3Mm Thick Corrugated Sheet Metal Beam Rail, 70Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5Mm Spaced 2M Centre To Centre, 1.05M High, 0.35M Below Ground/Road Level, All Steel Parts And Filments To Be Galvanized By Hot Dip Process, All Fittings Confirm 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 5Mm, 330Mm Long Complete As Per Clause 810. , Road A (Providing And Fixing For Road Furniture) , Supply And Fixing Of Kilometre Stone Of Standard Design And Drawing As Per Irc:8-1980 (Second Revision),Including Painting And Numbering Etc., And All Other Incidental Charges Etc., Complete. , Road A (Providing And Fixing For Road Furniture) , Supply And Fixing Of Hm Stone Of Standard Design And Drawing As Per Irc:26-1967, Including Painting And Numbering Etc., And All Other Incidental Charges Etc.,Complete , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Digitally Printed Retro-Reflectorized Overhead Gantry Informatory Sign Board Made Of Cube Corner Micro Prismatic Grade Sheeting Conforming To Type Xi Standards Of Irc 67:2022 And Astm D4956-09 Specifications, And Fixed Over 2Mm Thick Aluminum Sheet Mounted On A Back Supporting Frame Of Mild Steel L-Angle Of Size 50Mm X 50Mm X 6Mm.The Vertical Support Post For The Installation Of The Overhead Sign Gantry Shall Be Made Of 300Nb (Nominal Bore) Ms Pipe, 12Mm Thick, With A Ground Clearance Of 6 Meters, Along With 80Nb Ms Pipe (4Mm Thick) And 40Nb Ms Pipe (3.20Mm Thick) As Support Posts.Ms Base Plate Of Size 1200Mm X 1200Mm X 25Mm And Ms Top Plate Of Size 900Mm X 1650Mm X 16Mm Shall Be Used To Hold The Sign Board At The Bottom And Top, Respectively. Ms Stiffener Plates 8Mm Thick Of Sizes 420X420mm, 682X420mm, 288X288mm, 288X927mm, And 44X130mm Are To Be Used. Anchor Bolts Of 25Mm Diameter And 1000Mm Length Shall Be Used As Fixtures.The Approved Directional Information Should Be Digitally Printed And Shall Achieve 70% Of The Coefficient Of Retro-Reflection Values As Per Table 6.9 Of Irc 67:2022. The Latex Printer Used For Digital Printing Shall Utilize Inks With Low Voc Emissions And Must Have Greenguard And Ecologo Certifications As Per Ul 2801 Standards.The Retro-Reflective Sheeting Shall Be Covered Under A 10-Year Warranty For Field Performance, And A Certified Copy Of A 3-Year Outdoor Exposure Report Shall Be Obtained As Per Irc 67:2022 (As Per Mort&H Specification No.801).The Cantilever Sign Shall Be Installed At The Site As Per The Approved Structural And Foundation Drawings Provided In The Tender Document. The Work Includes The Cost And Conveyance Of All Materials, Equipment, And Machinery To The Worksite, Including All Labour Charges For Fixing The Gantry In Position, With All Leads And Lifts, Loading Charges, And Everything Necessary For The Satisfactory Completion Of The Work As Directed By The Engineer-In-Charge, Etc., Complete. Size: 12.00M X 1.8M , Road A (Providing And Fixing For Road Furniture) , Supplying And Installation Of Delineators (Road Way Indicators, Hazard Markers And Object Markers), 80-100 Cm High Above Ground Level, Painted At Alternatively Black And White In 15 Cm Wide Strips, Fitted With 80 X 100 Mm Rectangular Or 75 Mm Dia Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Conforming To Irc-79 Etc., Complete (As Per Mort&H Specification No. 806) , Road A (Providing And Fixing For Road Furniture) , Calculation Of Subtotal, Gst And Total Carried Out By System Automatically , Sub Total Amount For Above All Items (Excluding Gst) , Gst 18% For Above Subtotal Amount
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Contract Value:
34.03 Crore
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Contract Date:
03-Mar-2026
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Contractor Name:
M/S SAMRI INFRA DEVELOPERS
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View Tender Results
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32.
Grama Panchayat
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Kerala
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BRR:9855964
Material Supply For Vadakke Neroth Urathil Road-Ward-16 , Stone For Masonry Work , Good Earth , Quarrywaste , 40Mm Nominal Size Aggregate , 20Mm Nominal Size Agregate , 10Mm Nominal Size Aggregate , Coarse Sand(Zoneiii) , Portland Cement , Rent Of Mixer Machine , Rent Of Vibrator
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Contract Value:
10183.0
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Contract Date:
23-Mar-2026
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Contractor Name:
ABDUL SALEEM K P
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33.
Public Works Department
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Uttar Pradesh
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BRR:9855939
Tender For From Seva Sampark Marg To Hanuman Mandir Via Bind Basti Contact Road - Construction of Embankment with Material Obtained from Borrow Pits/Right of way 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 1000 m complete in all respect as per MORD Technical Specification Clause 301 & as per direction of Engineer-in-charge. 2 Construction of subgrade and earthen shoulders with approved material obtained from right of way 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 1000 m complete in all respect as per MORD Technical Specification Clause 303 & as per direction of Engineer-in-charge. 3 Construction of granular sub-base grading 1 by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete in all respect as per MORD Technical Specification Clause 401 & as per direction of Engineer-in-charge. 4 WBM Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-2 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge. 5 WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge. 6 Brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class M-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and T&P etc.complete in all respects and as per direction of Engineer-in-charge. 7 Providing and applying Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means complete in all respect as per MORD Technical Specification Clause 502 & as per direction of Engineer-in-charge. 8 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous surface cleaned with mechanical broom complete in all respect as per MORD Technical Specification Clause 503 & as per direction of Engineer-in-charge. 9 Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 2/3 part 13.2 mm approved stone grit (100% passed from 22.4 mm sieve and retained on 11.2 mm sieve) & 1/3 part 11.2 mm approved stone grit: (100% passed from 13.2mm sieve and retained on 5.6 mm sieve) using bitumen VG-10 @ 1.46 kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity, laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 506 & as per direction of Engineer-in-charge. 10 Providing and laying seal coat Type C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.7 mm size approved stone grit (100% passed from 9.5 mm sieve and retained on 2.36 mm sieve) and bitumin binder VG-10 @ 0.65 kg/sqm laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 508 & as per direction of Engineer-in-charge. 11 Supply & laying of 350 mm dia NP-3 HP Culvert complete in all respect as per MORD Technical Specification Clause 1101 & as per direction of Engineer-in-charge. 12 The Maintenance Cost will be provided for five years @7.50 percent.(The Maintenance Cost will be calculated as per actual executed construction costat the time of final bill) 13 1st Year maintenance cost @ 0.00 percent 14 2nd Year maintenance cost @ 0.75 percent 15 3rd Year maintenance cost @ 1.50 percent 16 4th Year maintenance cost @ 2.25 percent 17 5th Year maintenance cost @ 3.00 percent 18 Construction of unreinforced, plain cement Concreet Pavment, thikcness 15cm, overa prepared sub base, with43 grade cemment or any other typeas per M30 coarse and fine aggregates conforming to IS:383, the maximum size of coarse aggregates not exceeding 25mm, ixed in a concrete mixer of not less than 0..2cum capacity and appropriate weigh batcher using approved mixed design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 mmicron thick polythene film, wedges, steel platesincluding levelling the formwork as pper drawing),,spreading the concrete with shovels, raes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joint, curing of concrete slab for 14 days using curing comppound(where specified) and water finishing lines and grade as per drawings complete in all respects as per Technical Specification Clause 1501 & as per direction of Engineer-in-charge. 19 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete in all respect as per MORD Technical Specification Clause 305 & as per direction of Engineer-in-charge. 20 Providing & laying plain cement concrete 1:3:6 in open foundations as per drawings complete in all respects as per MORD technical specification Clauses 800 /1200 & as per direction of Engineer-in-charge. 21 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M20, RCC 1:1½:3) 22 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications 23 The Maintenance Cost will be provided for five years @2.50 percent.(The Maintenance Cost will be calculated as per actual executed construction costat the time of final bill) 24 1st Year maintenance cost @ 0.00 percent 25 2nd Year maintenance cost @ 0.25 percent 26 3rd Year maintenance cost @0.50 percent 27 4th Year maintenance cost @0.75 percent 28 5th Year maintenance cost @1.00 percent
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Contract Value:
41.92 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
M/s Shakti Construction
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View Tender Results
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34.
Public Works Department
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Uttar Pradesh
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BRR:9855938
Tender For Connectivity road from Sarai Inayat Kuandih road via Adda Harijan Basti to Chamraut Basti - Construction of Embankment with Material Obtained from Borrow Pits/Right of way 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 1000 m complete in all respect as per MORD Technical Specification Clause 301 & as per direction of Engineer-in-charge. 2 Construction of subgrade and earthen shoulders with approved material obtained from right of way 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 1000 m complete in all respect as per MORD Technical Specification Clause 303 & as per direction of Engineer-in-charge. 3 Construction of granular sub-base grading 1 by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete in all respect as per MORD Technical Specification Clause 401 & as per direction of Engineer-in-charge. 4 WBM Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-2 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge. 5 WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge. 6 Brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class M-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and T&P etc.complete in all respects and as per direction of Engineer-in-charge. 7 Providing and applying Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means complete in all respect as per MORD Technical Specification Clause 502 & as per direction of Engineer-in-charge. 8 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous surface cleaned with mechanical broom complete in all respect as per MORD Technical Specification Clause 503 & as per direction of Engineer-in-charge. 9 Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 2/3 part 13.2 mm approved stone grit (100% passed from 22.4 mm sieve and retained on 11.2 mm sieve) & 1/3 part 11.2 mm approved stone grit: (100% passed from 13.2mm sieve and retained on 5.6 mm sieve) using bitumen VG-10 @ 1.46 kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity, laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 506 & as per direction of Engineer-in-charge. 10 Providing and laying seal coat Type C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.7 mm size approved stone grit (100% passed from 9.5 mm sieve and retained on 2.36 mm sieve) and bitumin binder VG-10 @ 0.65 kg/sqm laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 508 & as per direction of Engineer-in-charge. 11 Supply & laying of 350 mm dia NP-3 HP Culvert complete in all respect as per MORD Technical Specification Clause 1101 & as per direction of Engineer-in-charge. 12 The Maintenance Cost will be provided for five years @7.50 percent.(The Maintenance Cost will be calculated as per actual executed construction costat the time of final bill) 13 1st Year maintenance cost @ 0.00 percent 14 2nd Year maintenance cost @ 0.75 percent 15 3rd Year maintenance cost @ 1.50 percent 16 4th Year maintenance cost @ 2.25 percent 17 5th Year maintenance cost @ 3.00 percent 18 Construction of unreinforced, plain cement Concreet Pavment, thikcness 15cm, overa prepared sub base, with43 grade cemment or any other typeas per M30 coarse and fine aggregates conforming to IS:383, the maximum size of coarse aggregates not exceeding 25mm, ixed in a concrete mixer of not less than 0..2cum capacity and appropriate weigh batcher using approved mixed design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 mmicron thick polythene film, wedges, steel platesincluding levelling the formwork as pper drawing),,spreading the concrete with shovels, raes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joint, curing of concrete slab for 14 days using curing comppound(where specified) and water finishing lines and grade as per drawings complete in all respects as per Technical Specification Clause 1501 & as per direction of Engineer-in-charge. 19 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work complete in all respect as per MORD Technical Specification Clause 305 & as per direction of Engineer-in-charge. 20 Providing & laying plain cement concrete 1:3:6 in open foundations as per drawings complete in all respects as per MORD technical specification Clauses 800 /1200 & as per direction of Engineer-in-charge. 21 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M20, RCC 1:1½:3) 22 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications 23 The Maintenance Cost will be provided for five years @2.50 percent.(The Maintenance Cost will be calculated as per actual executed construction costat the time of final bill) 24 1st Year maintenance cost @ 0.00 percent 25 2nd Year maintenance cost @ 0.25 percent 26 3rd Year maintenance cost @0.50 percent 27 4th Year maintenance cost @0.75 percent 28 5th Year maintenance cost @1.00 percent
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Contract Value:
40.04 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
M/s Shakti Construction
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View Tender Results
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35.
Rural Works Department
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Odisha
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BRR:9855865
Tender for Earth Work In Excavation For Foundation Of Structures Up To 3M Depth As Per Drawing & Technical Specification Clause 1104 Including Setting Out, Construction Of Shoring & Bracing, Removal Of Stumps & Other Deleterious Matter, Dressing Of Sides & Bottom & Backfilling With Approved Material For Soil Etc.Complete As Per Direction Of Engineer-In-Charge . , Providing And Constructing Well Compacted Drainage Layer Above The Sub-Grade With Approved Quality Of Sand In Layers Not Exceeding150 Mm Thick Including All Labours, Watering Etc. Required For The Work Including Cost, Conve- Yance, Royalty And Taxes For Finished Item Of Works As Per Item 5.8 Of S.P.20 & Technical Specification 305.3.9 Of Mord Including Cost, Conveyance, Royalty, Taxes,Labour, T&P & All Other Materials Required For The Work Complete As Per The Direction Of The Engineer-In-Charge. , Earth Work In Hard Soil In Approved Borrow Areas Including All Leads & Lifts & Carriage With Mechanical Means On Properly Prepared & Scientifically Approved Surface Including Spreading Leveling Earth In 22.50 Cm. Layers To Make Ready For Compaction With Prr To Bring It Upto Omc Condition As Per Specification & Direction Of Engineer-In-Charge. , Providing Hysd Reinforcement/Ms Round Bars Required For Reinforced Cement Concrete Works Including Cost And Conveyance Of Tested M.S./T.S. Rods And Binding Wire Of 18 To20 Gauge. , Providing Concrete For Plain Cement Concrete M15 In Open Foundation Complete As Per Drawing And Mord Technical Specification Clause 800,1100,1200 And As Per Direction Of Engineer-In-Charge. , Construction Of R.C.C.M 30 Grade In Cast-In-Situ With 20 Mm Nominal Size Aggregate, True To Line And Grade, Tolerance Of Vertical Railing Post Not To Exceed 1 In 500, Centre-To-Centre Spacing Between Vertical Posts Not To Exceed 2000 Mm As Per Drawing And Technical Specifications Clauses 800, 900 And 1208.3
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Contract Value:
10.80 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
RANJITA DASH
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View Tender Results
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36.
Rural Works Department
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Odisha
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BRR:9855864
Tender for Flank Dressing To Proper Camber Etc.Complete As Per Direction Of Engineer-In-Charge , Providing, Laying, Spreading & Compacting Graded Stone Aggregate To To Wet Mix Macadam Specification Including Pre Mixing 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 & Compacting With Vibratory Roller To Acieve The Desired Density As Per Clause 406 Of Mosrt & H Specifications For Road & Bridge Works.(4Th Revision)I)Wbm Grading No-Iii(53.22.4Mm Size) , Providing & Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.60 Kg/Sqm Using Mechanical Means As Per Clause 502 Of Mosrt&H Specifications For Road & Bridges Work (4Th Revision) , Providing & Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.20Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom As Per Clause 503 Of Mosrt&H Specifications For Road & Bridges Work (4Th Revision). , Providing,Laying And Rolling Of Opengraded Premix Surfacing Of 20Mm Thickness Composed Of 13.2Mm To 5.6Mm Aggregates With Batch Type Hot Mix Plant And Using 60/70 Penetration Grade And Level To Serve As Wearing Course On A Previously Prepared Base Including Mixing In A Suitable Plant,Laying And Rolling With A Smmoth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades As Per Clause 511 Of Mosrt&H Specifications For Road & Bridge Works(4Th Revision). , Providing And Laying 6Mm Thick Precoated Seal Coat Type-B Using 0.06Cum Of 6.7Mm Size Chips And 6.80Kg Of 60/70 Penetration Grade Of Bitumen For 10Sqm With 100-120 Tph , I)Main Sign Board , cement concrete Road Earth Work In Hard Soil In Approved Borrow Areas Including All Leads & Lifts & Carriage With Mechanical Means On Properly Prepared & Scientifically Approve
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Contract Value:
12.96 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
AKSHAYA KUMAR MOHANTY
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View Tender Results
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37.
Kolkata Municipal Corporation
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West Bengal
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BRR:9855633
Tender for Maintenance Of Hygienic Ambience At The Surrounding Utilities Areas Of D Chamber And 64 Inch Dia Palta-Tallah Main Valve Chamber Within Igwtp.-- 1 PART-A 2 Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) 3 Surface dressing of trhe ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed 4 Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately). (a) Small plant of girth of exposed stem above 75 mm. but not exceeding 150 mm. lift upto 6 mtr. 5 Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately). (b) Medium size plant of girth of exposed stem above 75 mm. but not exceeding 150 mm. lift upto 6 mtr. 6 Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately). (c) Large plant of girth of exposed stem above 150 mm. but not exceeding 225 mm. lift upto 6 mtr. 7 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete 8 Cleanning and removing conservency garbage mixed with rubbish & other filthy materials from the road side flank drain and compound including cutting loading unloading to and from truck or cart by mathor labour & removing the same to any distance 9 White washing including cleaning and smoothing surface thoroughly. All floor, (b) Two coats 10 Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. 11 Sum of Basic Prices (Sl No-1 to 7) 12 GST @ 18% onthe Sum ofSl. No-8 13 LWC @ 1% on the Sum of Sl. No.- 8 & 9
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Contract Value:
2.72 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
K.R. ENTERPRISE
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View Tender Results
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38.
Zilla Parishad
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West Bengal
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BRR:9855218
Construction Of Cement Concrete Road For Community With Earth Work From Mritunjoy Mondal House To Nepal Mondal House Via Pwd Road To Supriya Madam Icds School At Mouza Shibhati Sansad Viii Under Sangrampur Shibhati Gp Of Bht I 15Th Fc Untie 109994158
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Contract Value:
2.54 Lakhs
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Contract Date:
23-Mar-2026
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Contractor Name:
BAIDYA ENTERPRISE
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View Tender Results
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39.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9854502
Tender for 1 .Construction Of Threashing Floor At Maganipattu Colony Head Of Maganipattu Panchayat , Earth Work Excavation And Depositing On Bank With Initial Lead Of 10M Initial Lift Of 2M In Hard Stiff Clay Soil Etc Complete For Open Foundation As Per Ss 20 B , Plain Cement Concrete 1:4:8 Mix Using 40Mm Hbg Metal Including Cost And Conveyance Of All Materials And All Labour Charges For Mixing Laying And Compacting Etc. Complete , Cement Concrete 1:3:6 Mix Using 40Mm Hbg Metal Including Cost And Conveyance Of All Materials And All Labour Charge Etc. Complete , Collection And Supply Of Gritty Gravel From Approved Quarry Including Cost And Conveyance Of All Materials To Site Including All Labour Charges For Filling Etc.Complete, , Supplying And Errecting Centering For Sides And Soffits Including Supports And Strutting Up To 3.20 M Height For Plane Surface In All Floors With All Cross Bracing Using Mild Steel Of Size 0.90 Cm X 60 Cm And 10 Guage Stilfaned Welded With Mild Steel Angles Of Size 25 Mm X 25 Mm X 3 Mm For Boarding Laid Over Silver Oak (C-Word) Joint Of Size 10 Cm X 6.50 Cm Dia Spaced About Cnter To Center And Supported By Casuarinas Propels Of 10 Cm To 13 Cm Dia Spaced At 75 Cm Center To Center Etc., Complete Complying With Std. Specification And As Directed For The Following Items , Brick Work In C.M 1:5 Mix Using Country Bricks Incuding Cost And Conveyance And All Labour Charges Etc. , Cemen1:2:4 Mix Using 20Mm Hbg Metal Including Cost And Conveyance Of All Materials And All Labour Charge Etc. Complete , Plastering With Cement Mortar 1:5, 12Mm Thick Including Cost And Conveyance And All Labour Charges Etc. , Painting Two Coats Of Newly Plastered Wall Surface With Ready Mixed Plastic Emulsion Paint Of First Quality Of Approved Colour Over A Priming Coat Including Thorough Scrapping , Clean Removal Of Dirt And Including Necessary , Bitumen Pad , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works. { Gst Amount Is The Total Gst Amount For Overall Quoted Amount (Both Construction And Maintenance) Above This Row In Column Bb For All Works In This Package} (Refer Clause 13.2 & 13.3 Of Section 2 Of Instruction To Bidders (Itb) Of Sbd)
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40.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9854501
Tender for Providing Water Supply Arrangementsc For Kki Pm Janman And Pmay Houses (Pipe Line And New Motor) At Indhira Nagar Head Of Karivedu Panchayat , Supply & Delivery Of Submergible ‘P Set Having Duty 75Lpmx 150M ( 5.00Hp ) , 5.00 Hp Panel Board , 50Mm Gi Pipe , 50Mm Coupling , 4Sqm Cable , 50Mm Bend , 50Mm Flange Set , 50Mm Hex Nipple , Ms Clampset , Bore Cover Plate , Labor Charge For Errection Of Submersible Pump Sets 5.00 Hp , 90Mm Pvc Pipe 6Ksc , Earthwork Excavation And Depositing On Bank With Initial Lead And Lift In All Soil , Laying And Jointing Of Pvc Pipe Into Trench , Refilling Trench With Excavated Earth Work After Laying , Solvent Cement , Supply And Delivery Of Ms Kiosk Of Size 0.75Mx 0.45Mx 0.75Mmade Up Of Ms Angleofsize50mmx50mmx4mmalround Coveredwith16gaugemssheetandkiosk Doormadeupofmsplatesofsize25mmx 3Mmincluding Cutting,Welding, Grinding, Locking Arrangements And Labour Charges Etc., , 32Ams Fuse Unit , 20Mm Gi Pipe , 7/20 Service Wire , Provision For Eb Deposit Charges , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works. { Gst Amount Is The Total Gst Amount For Overall Quoted Amount (Both Construction And Maintenance) Above This Row In Column Bb For All Works In This Package} (Refer Clause 13.2 & 13.3 Of Section 2 Of Instruction To Bidders (Itb) Of Sbd)
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Contract Value:
8.89 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
KUMAR
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41.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9854500
Tender for 1Providing cement concrete Pavements At Koothampakkam Village Anchaneyar Koil Street In Koothampakkm Panchayat , Earth Work Excavation And Depositing On Bank With Initial Lead Of 10M Initial Lift Of 2M In Hard Stiff Clay Soil Etc Complete For Open Foundation As Per Ss 20 B , Plain Cement Concrete 1:4:8 Mix Using 40Mm Hbg Metal Including Cost And Conveyance Of All Materials And All Labour Charges For Mixing Laying And Compacting Etc. Complete , Supply And Erection Of Centering For All Plain Cement Concrete Item Including Cost And Conveyance Labour Charges Etc Complete , Cement Concrete 1:3:6 Mix Using 20Mm Hbg Metal Including Cost And Conveyance Of All Materials And All Labour Charge Etc. Complete , Cement Concrete 1:2:4 Mix Using 20Mm Hbg Metal Including Cost And Conveyance Of All Materials And All Labour Charge Etc. Complete , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works. { Gst Amount Is The Total Gst Amount For Overall Quoted Amount (Both Construction And Maintenance) Above This Row In Column Bb For All Works In This Package} (Refer Clause 13.2 & 13.3 Of Section 2 Of Instruction To Bidders (Itb) Of Sbd)
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Contract Value:
9.49 Lakhs
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Contract Date:
21-Mar-2026
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Contractor Name:
sangeetha
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View Tender Results
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42.
Kanpur Municipal Corporation
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Uttar Pradesh
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BRR:9854223
Improvement Work Of Footpath By Cc Near Shed No11 At Kanha Gaushala.; 1 E/W in cutting or in embankment in ordinary soil excavation to be done from of regular pits not exceeding 1/2 mm. in depth and work. 2 Earth work in excavation in trenches for foundations pipes cable etc. in ordinary soil (loan clay or sand) including lift up to 1.5 m lead up to 50 m and dressing of sides and ramming og bottom and disposal of surplus excavation earth as directed by the Engineer ile within a load of 50m Providing and laying in cement concrete 1:6:12 (1cement:6 fine sand : 12 graded brick aggregate 40 mm nominal size) and curing complete including cost of form work in foundation and floors. 3 providing and laying in cement concrete 1:6:12 (1Cement:6 fine sand:12 graded brick aggregate 40mm nominal size) and curing complete including cost of form work in foundation and floors. 4 Class-150 brick work in 1:4 cement and coares sand of 1.25 fineness modulous mortar in foundation and pilinth including supply of all materials labour and tools and plants ete required for proper completion of the work 5 supply and laying of 125 micron polythene sheet under the foundation etc, all comp. 6 Provoding and laying(C.C) in position ready mixed plain cement concret with cement concrt as per approved design mix an manuctured in fully automatic battiching plant and transported to site of work in transit mixer for all leads havingh cnotinous agritated mixer, manuctured as per disign of specified grade for plain cement concret work.(R.M.C.) including the coste of centring shuttering and finishing including cost of curing admixtures in recommended M-15 grade all comp work.chapter no 5 page 179item no. 13 SI.No.24 DSR NO.5.37.2 7 Disposal of surplus earth upto 5km. Including loading & unloading etc. all complete.
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Contract Value:
6.89 Lakhs
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Contract Date:
23-Feb-2026
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Contractor Name:
shree vishwakarma bus body repairs work
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View Tender Results
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43.
Directorate Of Municipal Administration
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Tamil Nadu
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BRR:9853761
Tcmc - Providing Deep Borewell At Ward No.09,14,16 And 17 Zone-2 At Tcmc= Charges for conducting Geophysical survey etc direction by the Departmental officers 2 Drilling of 150mm dia bore wells in over burden soil including labour charges for insertion of casing pipes 3 Supply of 150 mm (Casing Shollow depth) 1.2 PVC Casing pipe with exces duty as per IS 12818/1992 (TWAD Rate 2021-22 Page No19) 4 Drilling of 150mm dia borewells in hard rock areas anywhere in Tamil Nadu including trasportion to the worksite in hard rock areas and developing the borewells 5 Labour charges for inserting casing pipes assembly (Withslot or without slot) in the drilled hole including welding the joint etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineer (TWAD Rate 2021-22 Page No227) 6 Supply and delivery 15 x 125 of clear water vertical wet type submersible pump conforming to IS 8034/2002 and as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continues rated two pole suitable wet type vertical squirrel cage induction motor suitable for operation in AC single phase 230 V+/- 10 %,50 HZ +/-5 % 7 Supply and delivery of 2 HP capacity of single phase submersible pump set panel board with two level gourd with auto start duty 20lpmx125 Mt head, including cost and conveyance of material etc., complete as standard specification as per TWAD Schedule of rate2015-16 Page No.112 8 Supply and fixing of following PVC, GI and Electrical Accessories including all necessary materials and labour charges etc complete 9 HDPE pipe 50mm/ 38mm 10 32mm SS Nipple 11 32mm GI X Nipple 12 32mm GI Bend 13 32mm MS Clamp 14 32mm PVC Pipe 15 20mm PVC Pipe 16 32x20mm PVC Reduser 17 20mm GI Pipe 18 20mm GI Tee 19 PVC Tap 20 2000 Ltr. Capcity HDPE Water Tank 21 16mm Nylon Rope 22 32Amps MCB 23 32 Amps Fuse Unit 24 2 of 4 Sqmm wire SD 45 25 2.5 Sqmm Flat Cable 26 Labour charges for erection of Submersible pumpet in bore well/ Open well including fixing submersible cable with proper clamps upto to the starter to required depth and also fixing of riser pipes to the required depth calves erection clamps , pusher gauge upto the exterior wall of pump room and erection of panel Board consisting of TPIC switches, voltmeter, Ammeter, Capacitor single preventerand laying and jointing the cable and twin earthling as per IE rules including providing bed block etc., and operating the pumps and trial run 10 days including singing of completion of reports as required by EB authorities TWAD Board Schedule Item No.17C , Page no.230 2015-16 27 Construction of inspection chamber of size 60 cm x 60 cm x 60 cm with 75mm thick RCC loose slabs covering in C.M. 1:2:4 mix including necessary reinforcement and earth work excavation for foundation wth 23 cm thick concrete bed using 40mm B.J. concrete in CC 1:4:10 for foundation brick work in CM 1:6 for chamber as directed during theexecution including plastering with CM 1:3, 12mm thick, benching and channelly etc. complete for 1 No.
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Contract Value:
8.09 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
SREE CONSTRUCTION
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44.
Rural Development And Panchayats Department
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Tamil Nadu
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BRR:9853602
Tender for Block Topping To Moovanallur Tncsc Road Km 0/0 - 0/388 At Mannargudi Block Tiruvarur District . Package No:3/Mng/Omdgf Peri Urban /2025-26 , 1. Block Topping To Moovanallur Tncsc Road Km 0/0 - 0/388 , Clearing The Scrub Jungle Including All Labour Charges For Burryingng And Burning Etc.,Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes ,Scrubs,Saplings And Trees Of Girths Upto 300Mm, Removal Of Stumps Of Such Trees Cut Earlie And Disposal Of Unserviceable Material And Stacking Of Serviceable Materials To Be Used Or Auctioned, Upto A Lead Of 1000M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm Thickness As Per Technical Specification Clause 201. Etc. completion , Picking 5 Cm To 10 Cm Old Metalled Surface And Sectioning - 1 Sq.M , Earth Work Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting Depositing On Bank With Initial Lead Of 10M And Lift Of 2M Including All Labour Charges And Incidental Charges Such As Shoring, Strutting, Providing Coffer Dams, Bailing Out Of Water As Per 20A , Providing And Laying Including Cost And Conveyance Of Gravel From Approved Sources To Work Site Including Labour For Spreading, Watering And Compacting By Power Roller To Achieve The Required Proctor Density At 100% Compaction At Optimum Moisture Content For Sholders , Providing And Laying Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam(Wmm) Specification Including Premixing The Material With Water At Omc In Machanical Mix Plant Carriage Of Mixed Material By Tipper To Site Laying In Uniform Layers 250Mm Thick With Pavers In Subbase/Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density Including Cost Of Material,Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete. , Providing And Laying Of Prime Coat Using Emulsion At The Rate Of 7 Kg Per Ten Square Meter Over The Wmm Surface Preparatory To Ano
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Contract Value:
10.65 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
N PITCHAIPILLAY
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45.
Irrigation Department
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Uttar Pradesh
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BRR:9853181
Tender For Improving Drainage Capacity/Silt Clearance Of Harnad Drain From Km. 42.060 Km. 47.000 - Earth Work In Silt Clearance Including All Lead Up To 1.5M Andlift Up To 30M By Manual Labour Or Machine 2 Scraping Internal Section Of Existing Channel In Slope & Bed With Silt Up To 5Cm
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Contract Value:
3.89 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
M/s PARI ENTERPRISES
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46.
Public Works Department
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Uttar Pradesh
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BRR:9851584
Tender for Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge. Including All Taxes But Excluding Gst , Dense Graded Bituminous Macadam Grading-2 - Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total 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. 505...Including All Taxes But Excluding Gst , Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom.. Including All Taxes But Excluding Gst , Providing And Laying Bituminous Concrete With Higher Capacity Batch Type Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 5.4 Percent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sonsor 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...Including All Taxes But Excluding Gst 1- Cost Of Maintenance Of Road For Five Years Will Be Paid As Per E.N.C. Letter No.- 3689Lh0-Prmc/Ewy&23-24 Dt. 17.02.2024.) 2- The Departmental Road Roller If Spare, Shall Be Made Available To The Contractor At Site @ Rs. 2500 Per Day Including Pol Charges, Wages Of Driver And Cleaner. If Roller Is Kept Idle Due To Non-Availability Of Material Or Labour, Recovery @ Rs. 2500 Per Day Shall Be Made From ContractorS Bill For Idle Period.
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Contract Value:
72.02 Lakhs
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Contract Date:
24-Mar-2026
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Contractor Name:
M/s Dilip singh contractor
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47.
Public Works Department
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Ladakh
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BRR:9850780
Tender for Flood Protection And Training Work At Basgo Nallah By Way Of Channelization ,Earth Work And Construction Of Gabion Walls And Plain Cement Concrete Walls Check Dams Including Plain Cement Concrete I/Khul From Between(Rd2000-6000) Mtrs(Under Fmbap)Gabion To Be Supplied By Divisional Store)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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48.
Public Works Department
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Ladakh
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BRR:9850779
Tender for Flood Protection And Training Work At Basgo Nallah By Way Of Channelization ,Earth Work And Construction Of Gabion Walls From (Rd 7860 To Rd 8090) L=235 Mtrs(Under Fmbap)(Gabion To Be Supplied By Divisional Store)
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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49.
Department Of Defence
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Arunachal Pradesh
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BRR:9850249
Bids Are Invited For 1 Earth Work In Excavation By Mechanical Means As Per Specifications 2 Providing And Laying In Position Cement Concrete In The Foundation As Per Specification 3 Boluders Used For Retaining Wall As Per Specification 4 Backfill For Retaaining Wall Shall Be Done As Per Specification 5 Inverted Filter Shall Be Provided Behind Retaining Wall As Per Specification Total Quantity : 5
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Contract Value:
10 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
M/S PR ENTERPRISES
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50.
Irrigation Department
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Uttar Pradesh
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BRR:9847138
Tender for Hiring Of Mud Pump For Sand/Earth Work At River Flood Zone As Per Departmental Specifications, For Protection From Flood And Erosion Of Village Kankather And Other Vill. Group Situated At Right Embankment Of River Ganga, Distt. Hapur.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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51.
Mangalore Refinery And Petrochemicals Limited
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Karnataka
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BRR:9846801
Bids Are Invited For Custom Bid For Services - Repair & Restoration Of One No. Open Well And One No. Water Pond In Aromatic Complex.; 1058793 2 1058794 3 1058795 4. 1058796 1058816 6. 1058819 7. 1058818 Removal of vegetation (including jungle clarence), debris, de-silting the pond upto 1 M including necessary men and machineries. Construction of Retaining walls on 3 sides to the required height with RR masonry and Laterite stones, including excavation, plastering, and required men & machinery, tools and tackles etc. Supply and installation of 4 feet dia concrete rings for a depth of 6 feet, including desilting, transportation & required men and machinery, tools and tackles etc. Supply of pock line Hitachi 70 for earth work related activities of the pond. (8 hrs/day) Supply of tipper for shifting work related activities of the pond. (8) hrs/day) Removal of Vegetation, debris, Dewatering works, Soil etc. at the site Supply, transportation and installation of 15 feet dia concrete rings upto a height of 20 Ft, inside the well, including earth excavation, desilting and filling with 2 inches baby jelly. 8 1058813 Construction of 1 M height Parapet wall above the ground & 1 feet width and PCC plinth for 1 M width path way with Laterite Stone masonary work 1058814 Supply and installation concrete ring of 15 feet dia with 1 feet height including excavation, other necessary jobs, etc., etc. 10 1058815 Supply and installation concrete ring of 4 feet dia with 1 feet height including excavation, other necessary jobs, etc. 11 1058817 Repair and restoration of Stone Wall inside the Well including mason work, cement, tools, tackles and labour etc as per EIC instructions
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Contract Value:
18.50 Lakhs
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Contract Date:
Refer Document
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Contractor Name:
DHANALAXMI CONSTRUCTIONS
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52.
Military Engineer Services
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Chandigarh
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BRR:9843689
Tender For Special Repairs To Certain Smqs At Af Stn Chandigarh; 1 Demolition of cement concrete in ground floor and pavings not exc 15cm thickness below or above ground level, including removing the debris from the site to a designated place by the civil administration complete all as specified and directed by Engineer-in-Charge. 2 Taking down cement plaster or cement lime plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc of any description and any position, including removing the debris from the site to a designated place by the civil administration complete all as specified and directed by Engineer-in-Charge. 3 Demolition floor, health or wall tilling including cement mortar bedding but not backing removing the debris from the site to a designated place by the civil administration complete all as specified and directed by Engineer-in-Charge. 4 Taking down chowkhats or frame with shutter (without taking off shutter from the frame) area n.exc 1.5 Sqm each, with and including making good the disturbed surfaces with PCC 1:2:4 type B-0 and rendering in CM 1:4 finished the surfaces and edges to recivewindow/door chowkhats complete all as specified and directed 5 Taking down chowkhat or frame with shutter (without taking off shutter from the frame) area exc 1.5 Sqm but n.exc 4 Sqm each,with and including making good the disturbed surfaces with PCC 1:2:4 type B-0 and rendering in CM 1:4 finished the surfaces and edges to recivewindow/door chowkhats complete all as specified and directed 6 M& L for 25 mm thick (average) cement concrete1:2:4 type B-0, (using 12.5 mm gradedstone aggregate)as levelling course finished even andfair without using extra cement complete all as specified and directed. 7 M & L for light shade Vitrified ceramic coloured tiles premium quality laid in floors, 8 to 9 mm thick (square/ rectangular) area of each tile exc 0.18 sqm but not exceeding 0.36 Sq.m, with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed in cement mortar (1:6) including pointing in white cement with pigment to match the shade of tiles, complete all as specified and directed. 8 M & L for light shade Vitrified ceramic coloured tiles premium qualityas in skirting, 8 to 9 mm thick (square/ rectangular) area of each tile exc 0.18 sqm but not exceeding 0.36 Sq.m set and jointed in neat cement paste as required, over and including 10 mm thick rendering in cement mortar (1:4) including pointing in white cement with pigment to match the shade of tiles, complete all as specified and directed. 9 M&L first quality Non skid ceramic coloured tiles laid in floors 7/8 mm thick, joint free (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18Sq.m, with neat cement slurry @ 3.00 kg/Square metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in white cement with pigment to match the shade of tiles, complete all as specified and directed. 10 M & L forglazed ceramiccoloured tiles 450mm x 300mm x 7/8 mm thick on vertical surfaces/dado skirting joint free, set and jointed in neat cement paste as required and pointed in white/colour cement to match over and including 10mm thick cement mortar as in backing coat of tile in cement mortar 1:4, Complete all as specified and directed . 11 Demolition stone slabs and tiles of any description or thickness in floors/ dado, aprons etc., laid bedded and pointed in any mortar, complete all as specified and directed. 12 M/L Machine cut Pre-polished Kota stone slab flooring 55mm x 55mm x 18/20mm thick as in floor, mid landing of stair case over 15mm thick cement screed of cement mortar 1:6 base laid and jointed with grey cement slurry mixed with pigment to match the shade of stone slabcomplete all as specified and as directed. 13 M/L Machine cut Pre-polished Kota stone slab flooring 18/20mmthick as in floor, treads of stairs case over 15mm thick cement screed in cement mortar 1:6 base laid and jointed with grey cement slurry mixed with pigment to match the shade of slab, exposed edges rounded and chamfered complete all as specified.Note : (Kota stonefixed in staircase tread shall be of single piece). 14 M/L Machine cut Pre-polished Kota stone slab 18/20mm thick as in vertical surfaces, riser of stairs case over 10mm thick cement rendering in cement mortar 1:4 base laid and jointed with grey cement paste,jointed with pigment to match the shade of slabas in risers of steps, skirting, dado complete all as specified and as directed.Note : (Kota stone to be fixed in staircase Riser shall be of single piece) 15 M & L for Granite (of any type ) 16 to 18 mm thick, work (table rubbed and polished) fine grained Z black/red incooking platforms/Jambsincluding pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including screed bed 15 mm thick in CM 1:4, exposed edges rounded and chamfered complete all as specified. 16 Demolition of brick masonry in any position built in any cement mortar, complete all as specified. 17 M&L Brickwork with sub class Bbricks, straight or curved on plan exc 6m mean radius, built in cement mortar (1:6), using old size sub class B bricks complete all as specified. 18 M&L for rendering 15 mm thick on brick or concrete surfaces in cement mortar 1:6 finished even and fair without using extra cement complete all as specified as per directed . 19 M&L for rendering 15 mm thick on brick or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified . 20 M&L for rendering 10 mm thick in cement mortar (1:3), as on concrete surfaces in ceiling (such aschajja,beams, roof projection, balcony, mumty and staircase flight ceiling, roof slab etc.) finished even and fair without using extra cement, complete all as specified and directed by Engineer - in -Charge. 21 M&L for rendering 15 mm thick plaster (1:3) in cement sand mortar with integral water proofing compound for repair of distressed RCC member including scaffolding for suitable working platform as in column, beams, chajja and roof projection, facia by with and including fibre mesh,finishing the surfaces even and smooth without using extra cement and including demolition/ taking down as required comlplete all as specified and directed by Engineer in Charge.Note : (i) Rendering should be done in two layers .First Layer 10mm thickand Second layer 5 mm thick GI wire0.91mm dia , average size of wire mesh 20 mm fixed with tinned tacks.(ii) Removing all disintegrated and loose portion and cleaning the rust from exposed reinforcement, removing, rusted scales by chipping and cleaning by wire brushes.Note for item no. 19 to 21 :-The unit rate quoted by contractor is deemed to include necessary scaffolding and form work upto 12 Mtr height or (G+2) storey building. 22 M& L for 75 mm thick Cement concrete type C1, 1:3:6 (using 20 mm gradedstone aggregate) in plinth protection, finished even andwithout using extra cement including forming of construction joint @ 2.5 meter Centre to centre & corner to be filled with bitumen (80/25) and sand in ratio of 1:6 complete all as specified and directed. 23 Supply and fix, factory made pressed steel frames for doors with one or more rebates, of size 105mmx60mm, made out of 1.25mmthick sheet,including necessary fixing lugs, hinges, lock strike plate, with and including cement concrete 1:2:4 (type B0)with 12.5 mm graded stone aggregate in backfilling of chowkhats complete all as specified and directed. 24 M&L for plain cement concrete (1:3:6), type C-0, (using 12.5mm graded crushed stone aggregates) as in bed blocks, blocks for holdfasts,filling in pressed steel door frames , benching slightly rounded or chamfered angles & throating etc including necessary use & waste of form work complete all as specified and directed. 25 Cutting holes in brick walls exc half brick but n exc one brick in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required complete all as specified. 26 M & L forBands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified.(Note : Holdfast/ Lugs of mild steel frame single/double rebated shall not be measured and paid under this item). 27 Supply and fix, factory made flush shutters 35 mm thick,solid core construction with block board core and plywood face panels commercial type on both sides, duly provided with 6mm thick teakwood leaping on exposed edges all around, fitted to chowkats, complete all as specified & directed. 28 S&F factory made Second class hardwood glazed and skeleton door shutters 35 mm thick, in three equal panels , open rebated and prepared to receive glass, gauze, etc, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc complete all as specified. 29 S & F Factory made single rebated extruded WPC (Wood Polymer Composite) solid door/ window frames/Chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with mitered joints after applying PVC solvent , screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame ,Class A category with property of being termite/ borer proof,water/ moisture proof and fire retardant and fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length complete all as specified and as directed .(M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately) 30 All as per description of item No. 29 here in before but frame size-65x125mm double rebated complete all as specified and as directed. 31 Supply and fixing factory made single extruded WPC (Wood Polymer Composite) solid plaindoor shutter , 30 MM thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame , Class A category with property of being termite/borer proof, water/moisturproof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as specfied and as directed by Engineer in Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 32 Providing and fixing factory made 30 MM thick 100% solid WPC (Wood Ploymer Composite) plain wiremesh door shutter of required sizecomprising of virgin PVC resin polymer of K value 57-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additivesmade from extrusion procecess WPC foam sheet single exttruded(Inner) with having minimum density not less than 650 kg/cum of density and screw withdrawal strength of 2000 N (Face) & 1100 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisturproof and fire retardant.For fixing Mosquito mesh and XTN aluminimium mesh combinly panel area of door exceept stiles and rails to be panelled with mesh with self tapping round headedscrews at required distence, scres and edges covered with body theareted PVC edge beading all arround of mesh and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer- In- Charge. (Note: All connected items e.i. stainless steel butt hinges and wiremess including necessary S.S screws not paid separately) 33 S&F Factory made single extruded WPC (Wood Polymer Composite) solid plain flush type as in shutter or exposed member of cupboard of 25 mm thick withBalancing on one face and wooden grain pattern lamination on exposed surfacewith and including 18 mm wide 1 mm thick PVC leaping on exposed edges to match with shade of shutter fixed with suitable solvent comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame , Class A category with property of being termite/borer proof, water/moisture proof and fire retardant all as specfied and as directed by Engineer in Charge . 34 S & F Factory made single extruded WPC (Wood Polymer Composite) solid plain flush shutter or exposed member of cabinet structure of 18mm thick withBalancing on one face and wooden grain pattern lamination on exposed surfaceswith and including 18 mm wide 1 mm thick PVC leaping on exposed edgesto match with shade of shutter fixed with heatex solvent comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame , Class A category with property of being termite/borer proof, water/moisture proof and fire retardantall as specfied and as directed by Engineer in Charge. 35 S & F Factory made single extruded WPC (Wood Polymer Composite) solid plain flush shutter or exposed member of cabinet structure of 25 mm thick withBalancing on one face and wooden grain pattern lamonation on exposed surfacewith and including 25 mm wide 0.8 to 1 mm thick PVC leaping on exposed faceto match with shade of shutter fixed with suitable solvent comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant all as specfied and as directed by Engineer in Charge 36 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plainflush Cup board /kitchen cabinet backing of size 06 mm thick Balancing on one sidecomprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame , Class A category with property of being termite/borer proof, water/moisture proof and fire retardant, WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on one face of shutterfixed to wall with necessary full body threaded star headed counter sunk S.S screws and PVC rawl plug or PVC solvent complete all as specified and as directed by Engineer in Charge 37 S&F 100 mm stainless steel butt hinges, with stainles steel hinge pin & fixed to WPC door using stainless steel screws complete all as specified & as directed. 38 S&F 75mm stainless steel butt hinges 25mm shuter (22-23mm) for cupborords with stainles steel hinge pin, & fixed to WPC door using stainless steel screws complete all as specified & as directed. 39 S&F 75mm stainless steel butt hinges, 18 mm shuter(15-16mm) for kitchen shutter with stainles steel hinge pin, fixed to WPC door using stainless steel screws complete all as specified & as directed. 40 S&F 100mm size Stainless steel Hasp and staple, safety type suitable for 30 mm shutter, with mild steel hinge pin including bolt to hinge plate and fixed with screws complete all as specified & as directed. . 41 S&F Magnetic catcher with 8mm dia steelball catcher ,brass body and strikingplate including letting in andfixed suitable for kitchen cabinate/cupboard complete all as specified and directed by Engineer-in- Charge. 42 S&F, 150mm long aluminium anodized barrel tower bolts of extruded sectioncomplete all as specified and directed. 43 S&F, 200mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed. 44 Supply and fix 150mm sizealuminium handle cast type pressed handle Ovel type complete all as specified and directed. 45 S&F 250 mm long aluminium alloy anodized sliding door bolt with hasp & staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolt and sliding bolts of extruded section or cast aluminium alloy complete all as specified and directed by Engr in charge. 46 S&F 300 mm long stainless steel heavy duty, sliding door bolt with hasp & staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolt and sliding bolts of extruded section or cast aluminium alloy complete all as specified and directed by Engr in charge. 47 S&F spring for doors 300 mm mild steel ordinary rat tail rod pattern spring including roller & roller plate complete all as specified and directed. 48 S&F 125 mm size stainless steel handles medium duty and fixed with SS screw complete all as specified & as directed. 49 Factory made box type steel window with two nos 150mm mild steel tower bolts to each shutter, steel handle and with glazing bars dovetailed or welded and with one shop coat of zinc chromate primer in andincluding cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1,complete all as specified and shown on Drawing No CEAF/STD-184-2012 Sheets 1/3 & 3/3 and as directed by the Engineer in Charge. 50 Factory made made box type steel window with two Nos 150mm mild steel tower bolts to each shutter, steel handle and without glazing bars, including flat iron 12 x 3 mm for securing wire mesh,dovetailed or welded and with one shop coat of zinc chromate primer completein andincluding cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1,complete all as specified and shown on Drawing No CEAF/STD-185-2012 Sheets 1/2 & 2/2 and as directed by the Engineer in Charge. 51 Factory made box type steel ventilator fixed type, dovetailed or welded and with one shop coat of zinc chromate primer in and including cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1, complete all as specified and shown on Drawing No CEAF/STD-186-2012 Sheets 1/1 and as directed by the Engineer in Charge. 52 Factory made made box type steel ventilator with glazed shutter or gauzed shutter with glazing bars or flat iron 12 x 3mm dovetailed or welded for fixing wire mesh/glass and with one shop coat of zinc chromate primer in andincluding cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1,complete all as specified and shown on Drawing No CEAF/STD-186-2012 Sheets 1/1 and as directed by the Engineer in Charge. 53 Mild steel framed work such as grills, gratings, etc with ends ofbars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders framed balusters; walk ways; railings; and similar work conforming to Fe-290 Gde-E-165, complete all as specified and directed. 54 Supply and fixing, stainless steel wire mesh, 0.63 mm nominal dia of wire and average width of aperture 1.40mm and fixed to steel frames with tinned tacks, or galvanized wire staples, or fixed to wooden frames with first class hard wood bead,complete all as specified and directed. 55 Supply and fixing, stainless steel drapery rod 25mm dia, 3mm wall thickness,any shade, including set of SS brackets, fixed to wall with stainless steel, connected accessaries, rubber packing, finials complete all as specified and as directed. 56 Dismantling of Brick/PCC tiles or terracing tiles, single layer on roofs, etc compelete all as specified and Directed 57 Demolition of cement concrete as in roof padding, mud phaska, anythickness andany descrition upto RCC roof slab ,cleaning the surface including flashings and junction of parapers, etc with wire brushes and water to the entire satisfaction of Engineer-in -Charge including removing the debris from the site to a designated point by the civil administration complete all as specified and directed by Engineer-in-Charge. 58 M&L forcement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregateas padding in roof complete as specified. Note :- Padding concrete shall be laid to maintain the slope with thickness at lower end and at ridge as directed by Engineer in Charge. Contractor shall provide leveling bench mark at ridge level and up to edges with distances as specified by Engineer-in-Charge. 59 Supply, laying and fixing 2 mm thick FOSROC proofex ORG over minimum 200 GSM TPO (Thermoplastic Polyolefin) waterprofing membrance on prepared surfaces of roof and upto 300mm on parapets and cumple joints including junction of roof and parapet of make Geotextile or Asian Paint or any fully compatible material of makes specified here-in-after. Note :-The work of water proofing to roof and sunken portions shall be executed by the manufacturers authorized trained/skilled applicator as per technical guidelines issued by the manufacturer. A MOU is to be executed between the contractor and manufacturer and the same will be got approved from the GE/AGE (I) before commencment of work.The Contractor will arrange to provide company back guarantee for the water proofing work for the period specified here-in-after. 60 Supply only water proofing compound ISI marked for plastering complete all as specified. Make: Pidiproof WL (Dr Fixit) or equivalent ISI marked make as specified here-in-after and as approved by GE. 61 S&F VitreousChina wash down water closet with plastic seat cover (pedestal pattern), white (excluding fixing bolts flushing cistern and flush pipe) including 100mm certrifugal cast iron (Spun)P & Strap and 100mm centrifugal cast iron (spun)sanitary connection socket to fit WC outlet including connection to trap, to flushing pipe, anti-syphonage pipe etc. fixed in repair complete all as specified and directed. 62 S&F Vitreous China squating pan, Orissapattern, size 580x440mm white, with integral foot rests, including 100mm certifugal cast iron (Spun)P or S trap and 100mm centrifugal cast iron (spun)sanitary connection socket to fit WC outlet including connection to trap, to flushing pipe, anti-syphonage pipe etc. fixed in repair complete all as specified and directed. 63 S&F Health faucet (ABS Body) stainless steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position fixed in repair complete all as specified and directed. 64 S & F 10 litres capacity, PVC valve less, syphonic action type,flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets and suitable flush pipe PVC 32mm dia complete all as specified and directed. 65 S&F for PVC connections 15mm size with PTMT nuts of length 600mm complete all as specified and directed. 66 S & F angle cock cast copper alloy, chromium plated, fancy type, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for 15 mm bore iron pipe or for brass ferrule complete all as specified. 67 S&F bib cock long body with flange, cast copper alloy, chromium plated, fancy type, screwed down, screwed for 15 mm bore iron pipe or for brass ferrule fixed in repairs, complete all as specified. 68 S&F 2-Way Bib Cock Double Handle with Wall Flange cast copper alloy, chromium plated, fancy type, screwed down, screwed for 15 mm bore iron pipe or for brass ferrule and fixed in repairs, complete all as specified. Make - PrayagCat No. 6512 or equivalent Cat Part of Makes specified here-in-after. 69 S&F Bib Cock Nozzle with Wall Flange suitable for washing machine with flange, cast copper alloy, chromium plated, fancy type, screwed down, screwed for 15 mm bore iron pipe or for brass ferrule and fixed in repairs, complete all as specified. Make - PrayagCat No. P6805 or equivalent Cat Part of Makes specified here-in-after. 70 S&FBrass CP central hole wash basin mixer with 450mm braided connection pipe (without pop-up) for mixing hot & cold waterfor 15mm bore iron pipe and fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make- Prayag Cat Part-9350N or equivalent Cat Part of Makes specified here-in-after. 71 S&F Wall mixer with L bend (provision for over head shower), cast copper alloy, chromium plated for mixing hot and cold water, screwed down for 15mm bore iron pipe, complete all as specified and directed. Make- Prayag Cat Part-7375N or equivalent Cat Part of Makes specified here-in-after. 72 S&F Brass CP wall sink mixer swan neck counter top for mixing hot & cold waterfor 15mm bore iron pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. Make- Prayag Cat Part No-9355-N or equivalent Cat Part of Makes specified here-in-after. 73 S & F 15mm dia tubes medium grade, galvanized, with all fittings such as sockets, bends, elbows, tees etc, concealed/surface fixed to walls and ceiling or laid in floors complete including taking down old unseviceable all as specified and directed. 74 S&F steel water tubes, 20 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors,including taking down old unseviceable complete all as specified. 75 Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring,etc., and making good, cutting not exc 10 cm girth complete all as specified and directed. 76 M&L rotational moulded PVC, triple layered, white colour water storage tanks of capacity 500 litre (cylindrical vertical with closed theard pettern top cover), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc,including all valve, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball, ISI marked (Minimum weight 210 gms), screwed & suitable for iron pipe 20 mm bore and dismantling unserviceable PVC water tank complete all as specified and directed. 77 S&F 20mm bore dia Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed in repairs complete all as specified and as directed. 78 S&F wash basins, vitreous china, white, rectangular type of size 550x400mm including brackets and cutting for and pinning in ends of brackets or erecting stand 32mm dia waste (PTMT Coupling) fittings, brass, chromium plated with long screwed shanks and fly nuts, over and including new brackets fixed in repairs complete all as specified and directed. 79 S & F sinks made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes coupling; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm® 18278fixed in repairs complete all as specified and directed by Engineer-in-Charge. (Make: Prayag/Nirali) 80 S&F Wall Mount Modern Kitchen Utensils Dish Rack Stainless Steel (775mmX750mmX250 mm) or nearest larger size in all three dimensions completeas approved by Engr in chargeMake- Prayrag Cat Part No- PSP-5 or equivalent model of makes specified here in after. 81 S&F in repair PVC waste pipe flexible for Sink/ WHB of 32mm size complete all as specified and directed. 82 S&F Corner glass shelf of radius 300 mm including 02 Nos. metallic holding brackets, railing etc. fixed with PVC rawl plugs and wooden screws, fixed in repairs as approved by GE/Engineer in Charge, complete all as specified and directed. 83 S&F Rectangular Sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long fixed with PVC rawl plugs and wooden screws as fixed in repairs as approved by GE/Engineer in Charge, complete all as specified and directed. 84 S&F soap dish brass, chromium plated fancy type of standard size and specification as directed and fixed to plugs with chromium plated brass screws. 85 S&F Brass chromium plated shower rose 125mm with shower arm 15mm size, 195mm long with bend of 45 degree with flange including fixing to steel pipe or union fixed in repairs complete all as specified and directed. 86 S&F concealed stop cock regular body with flange, cast copper alloy, chromium plated, fancy type, screwed down, high pressure, screwed for 15mm bore iron pipe or for unions & fixed in repairs complete all as specified and directed. 87 S&F looking mirror 600 mm x 450 mm beveled edge mirror of selected quality glass mounted on 4 mm thick PVC sheet with decorative type wooden frame and fixed to wooden plugs with steel screws fixed in repairs, complete all as specified and directed. 88 S&F towel rail 600 mm long, 20 mm dia, ‘D’ type, brass chromium plated, fixed to walls with screws and plastic cleats fixed in repairs, complete all as specified and directed. Make-Prayag SS Towel Rail Cubix Cat No. CPA-46 89 S&F chromium plated grating doom 125mm dia with or without hole fixed in repairs complete all as specified and directed. 90 S&F 110 mm bore PVC (SWR) pipes of pressure rating 6 kgf/cm2 with, single socketed in any length with rubber ring joints fixed to wallincluding holding holder /clamps and making good the mouth of rain water pipe including taking down as directed complete all as specified. 91 S&F 100mm bore PVC (SWR) Bends (any radius), diminishing pieces or tapers (larger bore measured) ISI marked fixed in repairs, complete all as specified and directed by Engineer-in- Charge. 92 S&F 100 mm bore cast iron floor trap, alongwith SS grating, including jointing with solvent cement any position fixed using cement concrete type B-1 (1:2:4) as per site requirement complete all as specified. 93 S&F 75 mm bore cast iron floor trap, alongwith SS grating, including jointing with solvent cement any position fixed using cement concrete type B-1 (1:2:4) as per site requirement complete all as specified. 94 S&F 100mm dia Cast iron soil, waste and vent spun pipes in any length with or without ears, with cement joints, laid in trenches or in wall including neccesary fiitingarrangement and including taking down etc complete all specifie 95 S&F in repair Cast iron bends 100mm dia bore, single (equal or unequal), diminishing pieces or tapper (large bore measured), complete all as specified and directed by Engineer-in- Charge. 96 S&F in repair Cast iron branch pieces 100mm dia bore, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, reducer complete all as specified and directed by Engineer-in- Charge. 97 S&F 75mm dia Cast iron soil, waste and vent spun pipes in any length with or without ears, with cement joints, laid in trenches or in wall including neccesary fiitingarrangement and including taking down etc complete all specified 98 S&F Cast iron bends 75mm dia bore, single (equal or unequal), diminishing pieces or tapper (large bore measured) fixed in repairs, complete all as specified and directed by Engineer-in- Charge. 99 S&F Cast iron branch pieces 75mm dia bore, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, reducerfixed in repairs complete all as specified and directed by Engineer-in- Charge. 100 S&F 75 mm bore cast iron spun vent cowl, fixed with solvent cement in any position as per site requirement complete all as specified. 101 Uprooting completely tree/ plants (upto 30 cm girth) from wall or any part of building upto 10Mtr or (G+2) story buildings, making good disturbed portion and filling holes in cement mortar (1:3) & PCC (1:2:4) to match with the existing surfaces, complete all as specified and directed. 102 Demolition of lime concrete/ cement concrete/ brick bats from sunken portion(above ground level), including removing debris away from site to a designated point by local administration or a distance upto 1.5 KM from site.complete all as specified and directed. 103 M&L for water proofing treatment to sunken portions by clearing the sunken/lowered portion of RCC slab surface for full depth of sunken portion, chieseling out the sticked mortar and applying FOSROC Nitoproof 600 PF (minimum 0.8 mm dft) over a priming coat of Nitoproof WB Primer or equivalent product of makes specified here-in-after and applied to bottom and full vrtical sides as per manufacturers instructions.Note:- (a)All pipes passing through walls of sunken floor shall be laid before water proofing treatment is carried out. One No. 50mm dia, 35cm long medium grade GI pipe with wire gauge on inside mouth shall be provided to each sunken protion.(b)The sunken portion will be filled with water for dampness and seepage check. In case the slight indication of seepage/leakage is noticed, the same shall be rectified by injectting / grouting to seal all cracks withapplication of Plymer modified mortar FOSROC nitobond SBR orequivalent product of makes specified here-in-afterwith integral WPC or cementitious crysatlline waterproofing compound in the affecrted raea to seal all cracks and micro cracks at his own cost and nothing extra will be admissible on thgis ground. (c)An additonal coat of FOSROC Nitoproof 600PF or equivalent product of makes specified here-in-after shall be applied to all junction points of side walls where CI/GI pipes are passing and the same will be seeled with epoxy cement mortar. 104 M&L cement concrete (1:2:4) type B0 (Using 12.5mm graded aggregate) as in sunken portion or similar items as in filling complete all as specified and directed. 105 M & L for Broken brick or boulders aggregate not exc 63mm deposited spread and levelled in layers not exc 15mm thick watered and rammed to a true surface in sunken portion, etc completeall as specified and directed. 106 S&F Steel water tubes, 50 mm bore of length not less than 600mm, medium grade, galvanized, as in spoutfor sunken floor, fixed in wall, inside end fixed with wire netting and external bent at 45 degree, complete all as specified and directed by Engineer - in -Charge. 107 M&L preparation of new plastered surfaces of walls and apply two coat of oil acrylic distemper over a coat of primer incl wall care putty of interior grade upto 1mm thick wall care putty to smoothening the surface by using sand paper, complete all as specified and directed. 108 Material and Labour for preparation ofnew plaster or untreated plaster surfaces and applying two coats of wall putty with silicon additives (Waterproof putty), sanding with mechanical wall sander having mechanical vacuum mechanism using variable grit sanding papers of required numbers to make surfaces super smooth,making the surface free from dust or loose particles by skilled labour and applying one coat of Smart care Damp prime exterior primer on walls and Chajjas and then applying two coats of modified acrylic smooth emulsion exterior grade with silicon having anti-algai and dust pickup resistance properties, (Nano technology) complete all as specified. 109 Material and Labour forcomplete removal of existingtreatment /finishes, preparation ofold plasteredsurfaces and applying two coats of wall putty with silicon additives (Waterproof putty), sanding with mechanical wall sander having mechanical vacuum mechanism using variable grit sanding papers of required numbers to make surfaces super smooth,making the surface free from dust or loose particles by skilled labour and applying one coat of interior primer on walls and ceilings and then applying two coats of modified acrylic water based distemper complete all as specified. 110 Material and Labour for complete removal of existingtreatment /finishes, preparation ofold plasteredsurfaces and applying two coats of wall putty with silicon additives (Waterproof putty), sanding with mechanical wall sander having mechanical vacuum mechanism using variable grit sanding papers of required numbers to make surfaces super smooth,making the surface free from dust or loose particles by skilled labour and applying one coat of Smart care Damp prime exterior primer on walls and Chajjas and then applying two coats of modified acrylic smooth emulsion exterior grade with silicon having anti-algai and dust pickup resistance properties, (Nano technology) complete all as specified. Note for item no. 108 to 110:- The Work shall be executed by authorized rep of the manufacturerusing fully automatic air less spray machine having flow speed of minimum 1ltr per minute and pressure of 3300 PSI 111 M&L for preparation of old treated surfaces of ceiling bybrooming , steel wire brushing, scraping down smoke soot, moulds, moss and efflorescent salts , trading oil , greasy spots and applying two coats ofwhite washcomplete all as specified and directed. 112 M&L for preparation of new or previously untreated wooden surfaces of any description, not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over one coat of pink primer complete all as specified. 113 M&L for preparation of old painted wooden surfaces over 10 cm width or girth not otherwise described and applying two coat of synthetic enamel paint, complete all as specified and directed. 114 M&L for preparation of new surfaces ofsteel and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. 115 M&L for preparation of old painted surfaces of steel of any description, not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified & directed. 116 Demotion cement Concrete (Reinforced) of any description and in any position not otherwise specifically provided any thickness and any length etc 117 M&L for 1:11/5:3 (20mm garded aggregate) Type A1 Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like. 118 Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick 119 Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cmwide 120 M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc. all asspecified and as directed. 121 Removing vegetation of any type form chajjas, balcony, mummty slab or from any exposed part of building including making good the damaged surfaces with 40 mm thick (average) PCC 1:2:4 (20mm graded stone aggregate) and applyingFosroc brush bond roof guard minimum 3 layers or fully compatible product ofmakes specified here in after including scaffolding to required height of building / workplace complete all as specified and directed by Engineer-in-Charge. 122 Taking down carefully of point wiring (Light, fan, socketor power complete) fittings such as switches, Ceiling roses, regulator, sockets etc to be measured separately) removing from site of work and making good to the disturbed surfaces of walls/floors etc all as specified & directed . 123 Taking down carefully DB boxincluding MCB SP/SPN of any sizes & capacity all as specified & directed . 124 Point wiring using stranded copper conductor FRLSH cable of size 1.5Sqmm, PVC insulated stranded copper conductor FRLSH cable complete in existing concealed non metallic rigid PVC conduit medium gradeand 1.5 sqmm PVC insulated stranded copper conductor FRLSH cable as continues earth wire connected to common earth dolly for One light/fan point controlled by one switch all as specified & directed for the following:- Note:-(i) Cost for cutting, chasing and making good to existing surfaces are deemed to be included in the quoted rate. 125 All per description of Srl item No. 124 here-in-before,One 3-pin socket outlet 5 Amp on independent board complete all as specified and directed. 126 All per description of Srl item No. 124 here-in-before, One 3 pin socket outlet 5 Amp on same board complete all as specified and directed. 127 All per description of Srl item No. 124 here-in-before, One lightl point controlled by 2, two switches complete all as specified and directed. 128 All per description of Srl item No. 124 here-in-before, One bell point controlled by one switch complete all as specified and directed. 129 All per description of Srl item No. 124 here-in-before, but with 2.5 sqmm PVC insulated stranded copper conductor FRLSH cable complete with same size of continuous earth wire connected to common earth dolly complete all as specified for One 3 pin socket outlet 15 Amp on independent board. 130 Sub main wiring of following sizes (Nominal area), two single core PVC insulated unsheathed stranded copper conductor FRLS cable by drawing into existing surface/ concealed, PVC/rigid steel conduitsincluding 06 Sqmm PVC insulated stranded copper conductor FRLS cable 6Sqmmas continuous earth wire conductor connected to common earth dolly and metal part/main switch all as specified & directed. Note:- 2 runs of 6 Sqmm main cable +1 run of 6Sqmm earth cable considered as 1 Running Metre. 131 Sub main wiring of following sizes (Nominal area), two single core PVC insulated unsheathed stranded copper conductor FRLS cable by drawing into existing surface/ concealed, PVC/rigid steel conduitsincluding 04 Sqmm PVC insulated stranded copper conductor FRLS cable 4Sqmmas continuous earth wire conductor for AC point connected to common earth dolly and metal part/main switch all as specified & directed. Note:- 2 runs of 4 Sqmm main cable +1 run of 4Sqmm earth cable considered as 1 Running Metre. 132 S&F Switch Modular type single pole one way 6 Amp complete all as specified & directed. 133 S&F Switch Modular type single pole one way 16 Amp completeall as specified & directed. 134 S&F Switch Modular type single pole two way 6 Amp complete all as specified & directed. 135 S&F Switch Modular bell push type single pole one way complete all as specified & directed. 136 S&F Socket outlet Modular type single pole multi purpose 6 Amp completeall as specified & directed. 137 S&F Socket outlet Modular 3 pin 6/16 Amp multipurpose,240 volt complete all as specified & directed. 138 S&F 2 modular type regulator for ceiling fan of any sweep complete all asspecified and directed. 139 S&F Ceiling rose surface Bakelite 65 x 50 mm two to three terminals complete all asspecified and directed. 140 Taking down the geyser and refixing back on the same location and connecting complete all as specified and directed. 141 S&F Bell Ding Dong AC 230 volt single pole Complete all asspecified and directed. 142 S&F MCB single pole and neutral 240 volt 40 to 63 Amp including connection Complete all asspecified and directed. 143 S&FMCB SP 240 volt 6 to 40 amp including connection Complete all asspecified and directed. 144 S&F sheet metal enclosure single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole MCB 20 Amp complete all as specified. 145 S&F sheet steel enclosure double door for DB SPN 240 volts 12 way with 200 Amps rated bus bar complete all as specified. 146 Supply and fixingLED light fitting 1x9W/1x10W bulkhead luminaries including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size complete all asspecified and as directed . 147 Supply and fixingLED light fitting 4 feet, 18W, 220V, AC, decorative box type with driver, holder including LED tube light up with three core flexible copper conductor cable of suitable size from ceiling rose complete all asspecified and as directed . 148 Supply and fixing LED light fitting mirror type with high out put diffuser 2 feet, 10 watt 220V AC decorative type with driver holder and LED lamp including connecting up with three core flexible wire complete all asspecified and as directed 149 Supply and fixing wall mounted fittings with ABS housing and clear polycarbonate cover including retrofit LED bulb 7/9 watt and provision of flexible copper 3core cable 0.5Sqmm from connector/ ceiling rose to fittingand conforming to City-1/ City -2 all asspecified and directed 150 Refixing light fitting any type/ capacity all as specified and directed (LED tube light 4 feet, 2 feet Bulkhead and wall light). 151 M & L for earthing complete with galvanised steel earth plate electrode 60cm×60cm× 6mm thick, buried directly in ground, vertically to a depth not less than 2.25 metres deep below ground level with top edge of the earth plate at depth not lessthan 1.5 metres below ground level earth plate surrounded by 15cm thick and packed layers of charcoal, dust and common salt, earth lead GI wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised ironand thimbles and earth wire protected by galvanized iron pipe light grade 15mm bore and water pipe 20mm bore GI medium grade with funnel and wire mesh complete including excavation and earth work, PCC chamber and cover in cement concrete 1:3:6 type C-1 using 20mm graded stone aggregate in lieu of CI cover and frame etc all as specified and shown in electrical plate No 5 of SSR-2009 (Part-I). 152 S&FModular Metal Flush Box 1/2 module complete all as specified & directed. 153 S&FModular Metal Flush Box 3 module complete all as specified & directed. 154 S&FModular Metal Flush Box 6 module complete all as specified & directed. 155 S&FModular Metal Flush Box 8 module complete all as specified & directed. 156 S&FModular White Cover Plate With Frame 2 module complete all as specified & directed. 157 S&FModular White Cover Plate With Frame 3 module complete all as specified & directed. 158 S&FModular White Cover Plate With Frame 6 module complete all as specified & directed. 159 S&FModular White Cover Plate With Frame 8 module complete all as specified & directed. 160 S&FModular White Cover Blanking Plate 1 complete all as specified & directed. 161 Taking down carefully ceiling fan, exhaust fan, sealing cable end, dismantling blades and removing fans and blades to store complete all as specified and directed. 162 Rewinding of ceiling fan 1200/1400mm sweep and exhaust fan 300mm sweep with super enameled copper wire of appropriate gauge incl replacement of insulating materials such as laminated lethroid paper, sleeves, necessary varnishing with golden colour varnish, greasing/oiling of bush and the bearings, replacement of missing/worn out nuts, bolts & washers etc and testing after reassembling and refixing back on the same location and connecting complete all as specified and directed. (taken down vide item No 165) 163 Spray painting with synthetic enamelled paint of approved colour (AS approved GE) after preparation/making of old surface suitable for painting of ceiling fan, exhaust fan of any sweep/Make/Model complete all as specified and directed. 164 Hanging only Ceiling fan and connecting up including provision of flexible cable from ceiling rose or connector to fan omplete all as specified and directed. 165 Hanging only Exhaust fan and connecting up including provision of flexible cable from ceiling rose or connector to fan omplete all as specified and directed.
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Contract Value:
98.23 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
Harbhajan Singh Sandhu and Sons
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View Tender Results
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53.
Military Engineer Services
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Maharashtra
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BRR:9843674
Maintenance Repair And Replacement Of Defective Items Of Ht Distribution System At 9 Brd Af Stn Pune Under Ge (Af) Lohegaon - Supplying laying & testingof XLPE cable insulated screened PVC bedded, galvanized steel strip armoured, electric power cables (heavy duty) with stranded aluminum conductor, 11000 volts grade, earthed system of size 3 core 185 sq mmcomplete all as specified and directed by Engr-in-Charge. 2 Supplying laying & testingof XLPE cable insulated screened PVC bedded, galvanized steel strip armoured, electric power cables (heavy duty) with stranded aluminum conductor, 11000 volts grade, earthed system of size 3 core 120 sq mmcomplete all as specified and directed by Engr-in-Charge. 3 Supplying laying & testingof XLPE cable insulated screened PVC bedded, galvanized steel strip armoured, electric power cables (heavy duty) with stranded aluminum conductor, 11000 volts grade, earthed system of size 3 core 95 sq mmcomplete all as specified and directed by Engr-in-Charge. 4 Taking down old unserviceable HT cable 11 KVof any size from trench / pole complete all as specified and directed by Engr-in-Charge. 5 Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in soft/loose soil etccomplete all as specified and directed by Engr-in-Charge. 6 Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in hard/dense soilcomplete all as specified and directed by Engr-in-Charge. 7 Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting it out for laying of cable / pole in soft disintegrated rockcomplete all as specified and directed by Engr-in-Charge. 8 All as per Srl Item no. 5 above but for depth exc 1.5 metres but n.exc 3 mtr and getting out in Hard rock by chiselling complete all as specified and directed by Engr-in-Charge 9 Returning, filling in, including spreading, leveling watering, and well ramming in layers not exc 25 cm in hard/dense soilcomplete all as specified and directed by Engr-in-Charge. 10 Removing excavated material n.exc 50m and depositing where directed at a level exc. 1.5 cm above the starting pointcomplete all as specified and directed by Engr-in-Charge. 11 M&L for crushed stone sand cushioning to UG cable, provide with the layer 8 cm before and 15 cm after laying and stretching jointing and testing the cable complete all as specified and directed by Engr-in-Charge. 12 Supplying and laying unreinforced precast concrete cable cover, class HV, type 1 flat of size 300mm x180mm x 40mm placed perpendicular to the cablecomplete all as specified and directed by Engr-in-Charge. 13 Supply and fix GI Pipe Light gradewith all connected accessoriesof sizes100 mm diacomplete all as specified and directed by Engr-in-Charge. 14 M&L for Cutting of existing road not exc 1.5 mtr in depth and not exceeding 1.5 mtr wide including black top, sub base and WBM refilling, well ramming in layers with watering afterlaying of RCC /GI pipe under road making good with PCC 1:2:4in all respectto match with the existing surface all as directed by E-in-charge. 15 S&F in repairscable end jointing kit 95Sqmm, 3 core XLPE 11kV HT Cable heat shrinkable indoor / outdoor type, incl carrying out 5KV megger test after jointing complete all as specified and directed by Engr-in-Charge. 16 S&F in repairscable end jointing kit120to 185 Sqmm, 3 core XLPE 11kV HT Cable heat shrinkable indoor / outdoor typecompleteincl carrying out 5KV megger test after jointing all as specified and directed by Engr-in-Charge. 17 S&F in repairscable straight through joint 95 Sqmm, 3 core XLPE 11KV HT Cable heat shrinkable complete including necessary excavation and earth work completeincl carrying out 5KV megger test after jointingall as specified and directed by Engr-in-Charge. 18 S&F in repairscable straight through joint 120to 185 Sqmm 3 core XLPE 11KV HT Cable heat shrinkable completeincluding necessary excavation and earth workcompleteincl carrying out 5KV megger test after jointingall as specified and directed by Engr-in-Charge. 19 S&F in repairscable end joint185 Sqmm 3 core XLPE 22 kV HT Cable heat shrinkable indoor / outdoor typecompleteincl carrying out 5KV megger test after jointingall as specified and directed by Engr-in-Charge. 20 S&F in repairscable end joint300/400 Sqmm 3 core XLPE 22 kV HT Cable heat shrinkable indoor / outdoor typecompleteincl carrying out 5KV megger test after jointingall as specified and directed by Engr-in-Charge. 21 M&L for services for cable fault location for 11 kV / 22 KV 3core XLPE Cablewith the help of 22kV HT fault detector machinecomplete all as specified and directed by Engr-in-Charge. Note: Contractor shall depute his staff along with fault locating machine within 6 hours of intimation. 22 Taking out the HT 11 KV metalclad Vaccum circuit breaker of rating 400/630A, 11000 volts,3 ph, 50 Hz, 250 MVA ofany make and type from the cubical panel, for repairs/overhauling and servicingincluding replacement of wornout parts comprising the following works.(a) Removing the complete fixed contacts, moving contacts, cleaninig the contacts,removing the fittings and fixing back to the breakers after adjusting the pressure(b) Checking charging motor, motor relay, anti pump relay of the breaker, lubricate and align properly for smooth and perfect operation(c) check and service the operating mechanism closing mechanism, and tripping mechanism including spring pressure, position etc(d) checking, setting of the movement of the trolly of breaker lubricate it adjust the stopper bolt/lever for proper functioning of the breaker(e) check the auxilliary switch, shunt trip assembly, closing / Trip solenoid, limit switch and complete contol wiring of the breaker and repair the same for effective functioning of the breaker(f)Testing of IR value with the help of meggar and commissioning the HT vaccum circuit breaker all as specified and as directed by Engr-in-chargeNote:- VCB spares shall be measured and paid seperatly underrelevent itemof Sch A as a Supply only. However other than mentioned spares in this schedule if required for smooth functioning of VCB, cost of the spares deemed to be included in quoted rates complete all as specified and directed by Engineer-in-Charge 23 Supply only moving contact to the vacuum circuit breaker of existing rating , 3 phase, 11000 volts,complete all as specified and directed by Engr-in-Charge (all as per exsisting make and type) 24 Supply only fixed contact to the vacuum circuit breaker of existing rating, 3 phase, 11000 volts, complete all as specified and directed by Engr-in-Charge (all as per exsisting make and type) 25 Supply only Arc shield to the vacuum circuit breaker of existing rating, 3 phase, 11000 volts, complete all as specified and directed by Engr-in-Charge(all as per exsisting make and type) 26 Supply only spring charging motor to the vacuum circuit breaker of existing rating, 3 phase, 11000 volts, complete all as specified and directed by Engr-in-Charge (all as per exsisting make and type) 27 Supply only auxiliary switchto the vaccum circuit breaker of existing rating, 3 phase, 11000 volts, complete all as specified and directed by Engr-in-Charge. (all as per exsisting make and type) 28 Supply only latch switch assembly to the vaccum circuit breaker of existing rating, 3 phase, 11000 volts, complete all as specified and directed by Engr-in-Charge (all as per exsisting make and type) 29 Supply only closing soleniod coil to the vacuum circuit breaker of existing rating , 3 phase, 11000 volts, complete all as specified and directed by Engr-in-Charge (all as per exsisting make and type) 30 Supply onlyloading spring to the vacuum circuit breaker of existing rating, 3 phase, 11000 volts, complete all as specified and directed by Engr-in-Charge (all as per exsisting make and type) 31 Supply only HVX-X VCB body Housing suitable for 11 KV Scnieder make VCB 3 phase complete as per existing sample. 32 M&L for servicing and testing of secondary injection of over current and earth fault relay of HT VCB 11 kV panel on each multiple setting , readjustment and calibration the same complete, checking of control wiring including testing on completion complete all as specified and directed by Engr-in-Charge. 33 M&L for servicing and testing of primary injection by artificial loadthrough CTs on each multiple setting of over current and earth fault relay of HT OCB 11 kV, testing CTs polarities , relay calibration, cordination of relays completeand checking of control wiring including testing on completioncomplete all as specified and directed by Engr-in-Charge. 34 S&F in repairs neon indication lamps assembled for HT 11 KV cubicalcomplete all as specified and directed by Engr-in-Charge. 35 M&Lfor replacement of HT voltmeter digital type 0 to 15 KV (PTR 11 KV/ 110 Volt) ,complete all as specified and directed by Engr-in-Charge. (As per existing) 36 M&Lfo replacement of HT Ammeter Digital type 0 to 60 Amps. complete all as specified and directed by Engr-in-Charge.(As per existing). 37 M& L for replacement of defective current transformer resin casted two core double ratio ( one for protection and other core for metering equipment), class 1.0, 100Amps, as per existing CT ratio and model, for 11 kV of VCB complete all as specified and directed by Engr-in-Charge. 38 M&L for replacement of unserviceable HRC cartige fuse of existing capacity make suitable for HT VCB 11 kV complete all as specified and directed by Engr-in-Charge.of Crompton/MEI make all as directed. 39 Taking out old unservicable battery back up from HT 11 kV OCB/VCB panel, S & Fix new batterry back up with maintenance free sealed lead Acid Battery suitable size complete as per exsisting or equivalent model and testingcomplete all as specified and directed by Engr-in-Charge. 40 M&L for filtration of transformer oil to remove moisture, sludge, carbon particles and to achieve dielectric strength/rupturing capacity of oil and topping up of oil to the required level of the transformer indicator level complete all as specified and directed by Engr-in-Charge.Note: (a) Oil topping up shall be measured and paid separately.(b) Filtration shall be done at site and on line.(c)BDV test shall be carried out before the filtration and after the filtration & results recorded in triplicate duly signed by the contractor, MES rep. and Engr-in-charge(d) Dielectric strength of the oil shall not be less than 50 kV after filtration & the rate quoted for the items shall be deemed to include the filtration till the desired dielectric strength is achieved complete all as specified and directed by Engineer in Charge 41 SupplyandFill new transformer oil topping up / change complete superior quality having di - electric strength not less than 60 KV and ISI certified of approved makecomplete all as specified and directed by Engr-in-Charge.Note:(a)The transformer oil shall be ISI certified, and brought at site in sealed container only.(b)Cost of collection of samples before and after topping up/changing including testing for dielectric strength etc complete included in the rate quoted for this item 42 Disconnecting the transformer any type situated at various locations11/ 0.433 KV of any make and transporting to workshop for repairs/ rewinding.Dismantling the transformer and accessories, draining out insulating oil, taking out the core assembly, defective winding, cleaning the transformer complete internally and externally, rewinding burnt HT/LT coil with existing guage of copper super enameled wire / copper strip of exsisting size, providing new insulation, sleeves for outlet connections, heating the complete core assembly, reassembling, including dehydration and filtration of Transformer oil to achieve desired dielectric strength, carrying out routine test, re-installation and commissioning.The repair work also includes the routine tests i.e. IR value, High voltage test, Ratio test, Short circuit test & BD value of oil of the transformer to be carried out at workshop for following capacities of transformer 150 to 350 KVANote:(i)Copper winding wire/strip will be measured and paid separately.(ii) Transformer oil for topping up will be measured and paid separately.(iii) Transportation of transformer for repair and re-installationis deemed to include in quoted rates complete all as specified and directed by Engineer in Charge 43 Disconnecting the transformer any type situated at various locations11/ 0.433 KV of any make and transporting to workshop for repairs/ rewinding.Dismantling the transformer and accessories, draining out insulating oil, taking out the core assembly, defective winding, cleaning the transformer complete internally and externally, rewinding burnt HT/LT coil with existing guage of copper super enamelled wire / copper strip of exsisting size, providing new insulation, sleeves for outlet connections, ovening the complete core assembly, reassembling, including dehydration and filtration of Transformer oil to achieve desired dielectric strength, carrying out routine test, re-installation and commissioning.The repair work also includes the routine tests i.e. IR value, High voltage test, Ratio test, Short circuit test & BD value of oil of the transformer to be carried out at workshop for following capacities of transformer above 350 KVA to 500 KVANotes(i)Copper winding wire/strip will be measured and paid separately.(ii) Transformer oil for topping up will be measured and paid separately.(iii) Transportation of transformer for repair and re-installationis deemed to include in quoted rates complete all as specified and directed by Engineer in Charge 44 Removal of burnt HT coil winding and replacement of the same with new copper wire coil of same gauge and turns including necessary insulation materialslike impregnated paper or super enamelled of transformers of capacity 150 KVA to 500 KVA complete all as specified and directed by Engineer in Charge 45 Removal of burnt LT coil winding and replacement of the same with copper strips of same gauge and turns including necessary insulation materials of transformers of capacity 150 KVA to 500 KVA complete all as specified and directed by Engineer in Charge 46 Disconnecting the transformer any type from HT/ LT system and opening carefully for rectifyingthe leakage by replacing the unserviceable spare parts of capacity 50 to 750 kVA transformerand complete assembling after repairs including testing for any oil leakages, proper functioning and connecting the HT/ LT system complete all as specified and directed by Engr-in-Charge.Note:- Defective parts replaced will be measured and paid separately 47 Supply and fix in repair of LT bushings of transformer upto 750KVA, 11/.433 KV rating with brass studs complete all as specified and directed by Engr-in-Charge 48 Supply and fix in repair of top cover gasket set of transformer upto 750KVA, 11/.433 KV rating complete all as specified and directed by Engr-in-Charge 49 Supply and fix in repair of radiator flanged gasket 6mm thick of transformer upto 750KVA, 11/.433 KV ratingcomplete all as specified and directed by Engr-in-Charge. 50 Supply and fix in repair of oil level indicator gasket set complete all as specified and directed by Engr-in-Charge 51 Supply and fix in repair of HT bushing with brass studs 11KV of transformer upto 750KVA, 11/.433 KV rating complete all as specified and directed by Engr-in-Charge. 52 Supply and fix in replacement of breather assembly transparent plastic body with top and bottom portion pressed with metallic cover, filled with silica gel blue in colour and suitable for fixing on existing pipe of size 15/20/25 mm dia with suitable reducers/connectors etc as per site requirement /capacity of transformercomplete all as specified and directed by Engr-in-Charge. 53 All as per Srl Item No 52.00 above but suitable for transformer 1500 KVA to 2500 KV 22KV/11KV 54 Supply and fixin repair of HT 11 KV terminal rod of suitable size for the transformer of50KVA to 315 KVA ratingcomplete all as specified and directed by Engr-in-Charge. 55 Supply and fixin repair of HT 11 KV terminal rod of suitable size for the transformer of 400KVA to 650KVAcomplete all as specified and directed by Engr-in-Charge. 56 Material and labour for painting of the transformer (50 to 150 KVA) complete by removing old paint by scrapping and providing spray painting with synthetic enamel paint of approved make duly marking/writing MES/SM No.complete all as specified and directed by Engr-in-Charge. 57 Material and labour for painting of the transformer (150 to 350 KVA) complete by removing old paint by scrapping and providing spray painting with synthetic enamel paint of approved make duly marking/writing MES/SM No.complete all as specified and directed by Engr-in-Charge. 58 Material and labour for painting of the tranformer (350 to 500 KVA) complete by removing old paint by scrapping and providing spray paiting with synthetic enamel paint of approved make duly marking/writing MES/SM No complete all as specified and directed by Engr-in-Charge. 59 Material and labour for painting of the power tranformer (1500 to 2500 KVA) complete by removing old paint by scrapping and providing spray paiting with synthetic enamel paint of approved make duly marking/writing MES/SM No complete all as specified and directed by Engr-in-Charge. 60 M&L for dismantling of air break gang operated switches/drop out fuse units vertical/horizontal mounted including insulators and operating mechanism for repair/ replacement of broken/worn out components and insulators etc. complete all as specified and directed by Engr-in-Charge. 61 Supply and fixing in repairs of gang operated air break switches HT 11KV grade outdoor type, triple pole of capacity 200 amps rating mounted on polymer based 09 insulators fitted on steel frame horizontally, mechanically operated mechanism from ground levelincluding GI pipe handle clamps bolts, nuts, jumper wire connecting with stranded conductors complete with locking arrangementscomplete all as specified and directed by Engr-in-Charge.. 62 Supply and fix in replacement of drop out fuse unit expulsion type for outdoor air break gang operated switch, single pole, mounted on polymer based insulators for 11 KV working pressure, fixed to and including MS channel with nuts, bolts, washers etc, synthetic bounded fuse carrying tube complete with line taps and suitable for current carrying capacity upto 25-50Amps and connected with suitable size of ACSR conductor as jumper between GOD and DO fuse, with 11 KV HT PVC sleeve, with all fittings/accessories etc, including taking down of only 3 fuses complete all as specified and as directed by Engr-in-charge. 63 Supply, fixing and connecting in repairs HT 11 KV outdoor expulsion type lightning arrestors with mounting accessories complete fixed on cross arms of 2 pole structur and connected with same size of ACSR conductor as O/H HT conductor with 11 KV KT empire tape insulation with all fittings, transmission class, having discharged capacity of 65 kilo amps and suitable for working pressure of HT 11 KV complete all as specified and directed by Engr-in-Charge 64 S& F of epoxy insulator suitable for 11 KV VCB or 11 KV feeder pilar box bus bar support complete as per existing size and including taking down old unsv complete all as directed by Engr-In-charge. 65 S&F in repair disc insulator porcelain vitreous brown 145mm high and 255 mm dia ball and socket type two in series assemblywith castaluminium 4 U bolttension hardeare and tension clamps for conductors working pressure HT 22 KV complete all as specified and directed by Engr-in-Charge. 66 S&F for aluminium tubing heavy duty of size 32mm outer dia, 20mm inner dia, 06 mm thick with necessary clamps, bolts nuts and washers of suitable size, mounted on polymer based 11 KV insulators connection with jumpers including removal of unserviceable one complete all as specified and directed. 67 S&F for aluminium strip of size 32mm x 10mm thick with necessary clamps, bolts nuts and washers of suitable size, mounted on polymer based 11 KV insulators with jumpers including removal of unserviceable one complete all as specified and directed. 68 M&L for cement concrete(1:4:8) type D2 in foundation filing and mass concrete using 40 mm graded stone aggregate for pole/ path way foundation or as required on site etc complete all as specified and directed by Engr-in-Charge. 69 M&L for cement concrete (1:3:6) type C2 in foundation filling and mass concrete using 40 mm graded stone agg forpole/ path way foundation or as required on site complete all as specified and directed by Engr-in-Charge. 70 M&L for cement concrete (1:2:4) type B1 in foundation filling and mass concrete and coping of poles incl necessary form work using 20 mm graded stone agg etc complete all as specified and directed by Engr-in-Charge. 71 Materials and labour for cross arms, bracings supports clamps and back plates fabricated from structural steel section including nuts bolts, washers welding, bending cold or hot, drilling holes for bolts in any shape or size as indicated or directed and inclusive of two quotes of aluminium paint/Emulson over a coat of red oxide zinc chrome primer complete all as specified and directed by Engr-in-Charge. 72 M&L for Earthing complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm as earthing lead buried directly in groungd vertically to a depth not less than 2.25 mtr deep below ground level with top edge of the plate not less than 1.5 mtr below normal ground level connected to and including galvanised iron strip 32 X 6 mm as earthing lead by means of bolts, nuts, checknuts and washers etc made of GI and connected earthing test points all as shown in electrical plate no. 3 of SSR Part-1 of 2009.00 and as specified or indicated and testing on completion including exaction/earth work in any type of strata PCC (1:3:6) type C1 earthing chamber, pre cast slab 50 mm thick in cement concrete (1:2:4) type B1 (reinforced with welded steel wire fabric (XPM) weight not less than 4 kg/sqm) funnel with grade and lugs, including galvanised iron strip 32 X 6 m with GI protection pipe of40 mm medium grade 7.5 meter long, etc complete all as specified and directed by Engr-in-Charge. 73 Taking down old PT and supply & Fix 11 KV single phase in door resin cast PT of ratio 11 KV/rt 3/110V/rt 3/110V/rt 3 Class 1, Burden 100 VA,insulation level 100 KV, voltage factor1.2 Cont and 1.9 for 30 Sec, conforming to IS-3156 completeall as specified and directed by Engr-in-charge. 74 S&F in repair numerical type 3 over current earth fault relay , front USB Communication, 3 relay outputs, fault records-10, fixed design, non-draw out 1A/5Acomplete all as specified and directed by Engr-in-charge. 75 S&F Danger notice plate of 1.6mm thick mild steel sheet, vitreous enameled white, with letters, figures and conventional skull and bones in signal red colour and fixed with M.S. clamps, bolts and nuts of approved size, for HT, 25x20cm size complete all as specified and directed by Engr-in-charge. 76 S&F Danger sign board sticker suitable for 11000 volts of size 300x300 mm with letters, figures and conventional skull and bones in signal red colour and fix on HT feeder pillar box/Panel complete all as specified and directed by Engr-in-charge. 77 Material and labour for painting to existing HT 2 pole structure 11 mtr long including cross arms/angle etc. with one coat of aluminium paint including preparation of surfaces with new feeder name plate with zebra type painting upto 6 feet from bottom with alternate patch of size 1 foot of white and light blue colour paint ,complete all as specified and directed by Engr-in-charge. 78 Material and labour for painting to existing HT 4 pole structure 11 mtr long including cross arms/angle etc. with one coat of aluminium paint including preparation of surfaces with new feeder name plate with zebra type painting upto 6 feet from bottom with alternate patch of size 1 foot of white and light blue colour paint complete all as specified and directed by Engr-in-charge. 79 Material & Labour forpainting to HT feeder pillar boxpanel & duct coveretc, including angle iron frame with two coat of fire red synthetic enamel paint including door welding with hingecomplete all as specified and directed by Engr-in-Charge. 80 M&L for cleaning of out door sub station/ HT feeder pillar box/ two/four/six pole structure by cutting and removing vegetation growth and surface leveling and removing debris and depositing to a distance not more than 50 mtrcomplete all as specified and directed by Engr-in-Charge. Note : Cleaning of Area may measured and paid more than one time in contract period as required as required on site. 81 Taking out the HT 22 KV metalclad Vaccum circuit breaker of capacity 400A, 22000 volts,3 ph, 50 Hz, offrom the cubical panel, for repairs/overhauling and servcingincluding replacement of wounout parts comprising the following works.;-(a) Removing the complete fixed contacts, moving contacts, cleaninig the contacts,removing the fittings and fixing back to the breakers after adjusting the pressure (b) Checking charging motor, motor relay, anti pump relay of the breaker, lubricate and align properly for smooth and perfect operation (c) check and service the operating mechanism closing mechanism, and tripping mechanism including spring pressure, position etc (d) checking, setting of the movement of the trolly of breaker lubricate it adjust the stopper bolt/lever for proper functioning of the breaker (e) check the auxilliary switch, shunt trip assembly, closing / Trip solenoid, limit switch and complete contol wiring of the breaker and repair the same for effective functioning of the breaker (f) Testing of IR value with the help of meggar and commissioning the HT vaccum circuit breaker all as specified and as directed by Engr-in-charge Note:- VCB spares shall be measured and paid seperatly underrelevent item. However other than mentioned spares in this schedule if required for smooth functioning of VCB, cost of the spares deemed to be included in quoted rates. 82 Supply only the following parts to the vaccum circuit breaker of cap 400A , 3 phase, 22000 volts, 250 MVA all as per exsisting make and type 83 Moving contact 84 fixed contact 85 Arc Shield 86 Charging motor 87 Auxiliary switch 88 latch switch assly 89 Closing soleniod 90 loading Spring 91 Over hauling and testing of secondary injection of over current and earth fault relay of HT VCB 22 KV panel on each multiple setting , readjustment and calibration the same complete, checking of control wiring including testing on completion all as specified . 92 Overhauling and testing of primary injection by artificial loadthrough CTs on each multiple setting of over current and earth fault relay of HT VCB 22 kV, testing CTs polarities, relay calibration, cordination of relays completeand checking of control wiring including testing on complitionall as specified 93 M&L for replacement of unserviceable HRC cartige fuse of existing capacity make suitable for HT VCB 22 KV of Crompton/MEI make all as directed. 94 M&L for Repair/maint of NGR for 22/11 KV transformer complete with replacing burnt out parts such as insulators, washer, resistence coil etc and all coonected items complete testing and all as directed by engr-in-charge. 95 Supply and fix in replacement of old/unserviceable male contact/moving contacts blades for GOD switch 400 Amp 11KV ,complete all as specified and directed by Engr-in-charge. 96 Supply and fix in replacement of old/unserviceable female/fix contact jaw for GOD swtich 11KV 400Amp ,complete all as specified and directed by Engr-in-charge. 97 Supply andloose filling stone Aggregateof gauge40 to 80 mm grade in Two pole/4 pole electrical sub stnarea, complete all as specified and directed by Engr-in-charge. 98 M & L for replacement of earthing continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/piope or fixed to poles or any other indicated situation for loop earting etc as required 32x6 mm galvanised iron strip , complete all as specified and directed by Engr-in-charge. 99 S&F cable joint straight through185 Sqmm 3 core XLPE 22 kV HT Cable heat shrinkable complete all as specified and directed by Engr-in-Charge. 100 M& L for mouisture proof painting using anti tracking paint insideHT 11/22 KV breakers incl CT / PT chamber etc in any kind of HT Breakercomplete all as specified and directed by Engr-in-charge 101 S & Ftesting and commissioning 22 KV Spout bushing complete all as specified and directed by Engr-in-charge 102 S & F bus bar sleaves suitable for HTbreakers 22/11 KVbreaker bus barcomplete all as specified and directed by Engr-in-charge 103 S & fillinggood quality silcagel suitable for HT 22/11 KV Transformers breathersas required on sitecomplete all as specified and directed. 104 Machinary and labour forservices to remove mouisture from cables/ breakers by applyinghighpot testing for 11 kV / 22 KV 3core XLPE Cable 95 sqmm to 185 sqmmcables /breakers as required on site with the help of 22kV / 11 KV HThighpot testing machinecomplete all as specified and directed by Engr-in-Charge. 105 Taking out carefully old serviceable HT UG cable 11 KVof any size from trench / pole /cable duct etc as required on siteand rerouting asrequired on site at sub stn complete all as specified and directed by Engr-in-Charge. Note : Earth work shall be measured and paid seprately under respective item 106 S& F of room heater 1200 watt, with 3 no 400 watt heating element halogen type, plastic body with 15 amp plug top including earthing lead and 3 modes of operation ,complete all as specified and directed by Engr-in-charge. 107 Taking proper shutdown of HT feederfrom concerning power housechecking, testing and locating faults of HT OH line/ under ground cable includingfour / two pole structure, HT feeder pillars etc. Opening/ disconnrcting HT electric connectios, removal of old jumpers by cutting of old rusted nuts,bolts & washers etc .Repair/ maint of HT GODs onfour/ two pole stucture by providing new lugs of suitable size including new nuts ,bolts & washers etc. Repair to operating mechanism of 11 KV air break gang operating capacity 200/400 Amps with necessary oiling/greasing to moving parts and to set right the alignment of Male/Female contacts for proper working, heating of HT feeder pillar for demoisturising the HT end joints, bus bar and epoxy insulators includingmaking HTfeeder serviceable as and when required completeall as specified and directed by Engineer-in-Charge. 108 Takingout/dismantling carefullyHT 11 KV VCB/OCB any type at oldand shifting within the sub stn and installation ,testing for smoth fuctioning in all respectcomplete all as directed by Engr-in-Charge. 109 S & FHT breaker heaterand thermostate 230 V suitable for 11 /22 KV HT VCB/OCB breaker incl wiring etc ,complete all as specified and directed by Engr-in-charge. 110 Supply and fixing in replacement of gang operated air break switches HT 22 KV grade outdoor type, triple pole of capacity 400 Amps rating mounted on polymer based 18 insulators fitted on steel frame horizontally, mechanically operated mechanism from ground levelincluding GI pipe handle clamps bolts, nuts, jumper wire connecting with stranded conductors complete with locking arrangementscomplete all as specified and directed by Engr-in-Charge.. 111 Supply and fix in replacement of drop out fuse unit expulsion type for outdoor air break gang operated switch, Triple pole, mounted on polymer based insulators for 22 KV working pressure, fixed to and including MS channel with nuts, bolts, washers etc, synthetic bounded fuse carrying tube complete with line taps and suitable for current carrying capacity upto 100 Amps and connected with suitable size ofconductor as jumper between GOD and DO fuse, with 22 KV HT PVC sleeve, with all fittings/accessories etc, including taking down of only 3 fuses complete all as specified and as directed by Engr-in-charge.
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Contract Value:
7.58 Lakhs
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Contract Date:
20-Mar-2026
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Contractor Name:
Shriyansh sales and services
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54.
Haryana Urban Development Authority
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Haryana
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BRR:9843279
Tender for Construction Of Boundary Wall Of Old Age Home Site In Sector-32, Urban Estate, Ambala Cantt. Supply And Laying Of cement concrete 1:4:8, Reinforced Cement Concrete Works 1:1.5:3, Brick Work And Earth Filling Etc. Complete In All Respect And All Other Works Contingent Thereto. (Including One-Year Defect Liability Period / maintenance Free Of Cost.)
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Contract Value:
19.05 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
Satish Kumar Contractor
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55.
Public Works Department
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Uttar Pradesh
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BRR:9843248
Tender For Kanti Link Road.(Length 0.150 Km.) General Repair - WBM G-3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled 80-100 kn in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-3 as per T.S.C. 405 including labour cess. (GST shall be paid extra) 2 Tack Coat-Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surfacecleaned with Hydraulic broom as per Technical Speicification Clause 503. including labour cess.(GST shall be paid extra) 3 Premix Carpet-Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 & 11.2 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 including cost of bitumen & labour cess. (GST shall be paid extra) 4 Seal Coat-Providing and applying seal coat type C comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 including cost of bitumen & labour cess.(GST shall be paid extra). 5 Earth Work in Patari as per Si.No. 253.
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Contract Value:
1.50 Lakhs
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Contract Date:
16-Mar-2026
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Contractor Name:
M/S VS CONSTRUCTION
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56.
Military Engineer Services
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Punjab
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BRR:9843011
Tender For Term Contract For Artificer Work In Zone -Ii In Domestic Area At Af Stn Adampur; 1. Excavation and earth work 4% 2. Brick work 10% 3. Wood work, PVC doors, PVC frames, carpenter’s work, joinery, builders hardware 25% 4. Steel and iron work 10% 5. Repair to roof 6% 6. Flooring & tiling 25% 7. Plastering and pointing 7% 8. Colour wash, white wash and distempering 1% 9. Glazing 5% 10. Painting 1% 11. Demolition & dismantling 3% 12. Drainage, sewage & water supply 2% 13. Electric work 1% 1. Chowkat with shutter not exc 1.5 Sq.m Each 500.00 2. Chowkat with shutter including frame exc 1.5 Sq.m and not exc 4 Sq.m Each 600.00 3. Shutter not exc 1 Sqm Each 400.00 4. Shutter exc 1 sq.m but not exc 2 Sq.m Each 450.00 5. Steel windows / vents Square metre 350.00 6. Aluminium door / window including frame and fittings Square metre 600.00 7. Rolling shutter Each 1500.00 8. Wire gauge shutter of any type Square metre 75.00 8. Sliding door bolt MS of any size Each 10.00 10. Sliding door bolt aluminium of any size Each 30.00 11. Door stopper Each 5.00 12. Hydraulic door closer any description Each 200.00 13 Mortice lock Each 50.00 14. Curtain rod Running Metre10.00 15. Wood of any type Cum 5000.00 16. Wooden fillets off size Running Metre20.00 17. Ceiling / wall panelling of any description Square metre 100.0 18. Scrap iron Kg 25.00 19. Chain link fencing Square metre 30.00 20. AC sheets any description Square metre 30.00 21. AC boards of any thickness Square metre 10.00 22. CGI sheet of any thickness Square metre 100.00 23. Gypsum board/Particle board/block board Square metre 30.00 24. EWC any description Each 30.00 25. Flushing cistern any description Each 100.00 26. Plastic seat cover Each 5.00 27. CP Bib tap /angle valve/ stop valve / pillar tap 15 mm bore Each 60.00 28. PVC Bib Tab Each 5.00 29. Health faucet Each 50.00 30. Brass CP mixer Each 200.00 31. Shower rose any description Each 60.00 32. Glass shelf assembly with brackets Each 5.00 33. Soap tray any description Each 5.00 34. PVC connection any description Each 5.00 35. Towel rail any description Each 15.00 36. Waste coupling brass Each 15.00 37. Grating any type Each 5.00 38. Stainless steel sink any description Each 500.00 39. China Ware WHB/Urinal/Sink Each 50.00 40. Cabinet Mirror Each 20.00 41. Looking Mirror 450 x 600 mm Each 10.00 42. PVC water storage tank upto 300 litre capacity Each 300.00 43. PVC water storage tank exc 300 litre but not exc 500 litre capacity Each 600.00 44. PVC water storage tank exc 500 litre but not exc 1000 litre capacity Each 800.00 45. RCC water storage tank upto 300 ltrs capacity. Each 400.00 46. RCC water storage tank exc 300 ltrs not exc 1000 ltrs capacity. Each 600.00 47. Stop valve/Float valve for 15 mm bore GI pipe (for O/H tanks) Each 25.00 48. Stop valve/Float valve for 20 mm bore GI pipe (for O/H tanks) Each 35.00 49. GI pipe 15mm bore Running Metre40.00 50. GI pipe 20 mm bore Running Metre45.00 51. CI plumbing pipe 75mm bore Running Metre80.00 52. CI plumbing pipe 100mm bore Running Metre100.00 53. Floor trap 75 mm any description Each 20.00 54. Floor trap 100 bore any description Each 30.00 55. Bend 75 mm bore any description Each 25.00 56. Bend 100 mm bore any description Each 40.00 57. Bottle / urinal spreader any description Each 30.00 58. CI plumbing pipe fittings Kg 25.00 59. AC rain water pipe 75 mm / 100 mm bore Running Metre20.00 60. PVC Pipe any description Running Metre 10.00 61. Demolished brick bats Cubic Metre 500.00 62. Brick tiles Square metre 30.00 63. RCC posts Running Metre30.00 64. Steel / barbed wire 100 Running Metre
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Contract Value:
30 Lakhs
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Contract Date:
19-Mar-2026
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Contractor Name:
PRATHAM TRADERS
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57.
Security Printing And Minting Corporation Of India Limited
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Madhya Pradesh
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BRR:9841974
Tender For Construction Of Shed In Bnp Dewas; 1 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 2 Earth work in excavation by manual/mechanical means including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. 2.1 All kinds of soil 3 Supply and Filling locally available moorum (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m all complete as per direction of engineer-in-charge 4 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 5.1 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 6 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cantering, shuttering, finishing and reinforcement - All work up to plinth level : 6.1 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 7 Cantering and shuttering including strutting, propping etc. and removal of form for : 7.1 Columns, Pillars, Piers, Abutments, Posts and Struts 8 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 8.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. 9 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer including painting with synthetic enamel paint of approved brand and manufacture to give an even shade all complete. 10 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and painting with synthetic enamel paint of approved brand and manufacture to give an even shade, including welding and bolted with special shaped washers etc. complete. 10.1 Hot finished welded type tubes 11 Fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during 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 55 mm) with EPDM seal, 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.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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58.
Public Works Department
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Uttar Pradesh
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BRR:9840166
Tender for Wbm (G-3) Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause-405 , Providing And Applying Tack Coat With Bitumen (Vg-10) At The Rate Of 0.30 Kg Per Sqm On The Prepared Granular Surfaces Treated With Primer & Cleaned With Hydraulic Broom As Per Technical Specification Clause-503 , 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 Penetration 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. As Per Technical Specification Clause-508 , Providing & Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type-C As Per Technical Specification Clause-510 , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Levels And Slopes And Also Including 1.5 M Lift And 30M Lead. The Earth In Form Of Cutting To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge.
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Contract Value:
Ref. Documents
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Contract Date:
Refer Document
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Contractor Name:
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