Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #54778768

Tender For [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 With Stone Aggregate 40 Mm Size In Foundation And Plinth. [Through Rate] , [11.11.1]12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix : 1. 1:3 (1 Ce

Issued by Local Bodies · Kundli, Haryana
Tender Value
Ref. Documents
Estimated cost
Bid Submission
28 Mar 2026
0 days left
EMD
67152
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kundli → Haryana
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 With Stone Aggregate 40 Mm Size In Foundation And Plinth. [Through Rate] , [11.11.1]12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix : 1. 1:3 (1 Cement: 3 Fine Sand) [Through Rate] , [21.28]Providing And Fixing Steel Bar Embedded Plastic Steps Of Size 263Mm X 165Mm Of Orange Colour, Confirming To Specification In Pump Chambers, Manholes Etc., Having Minimum 3Mm Thick Polypropylene Polymer Confirming To Is:10910 Encapsulated On 12Mm Dia Ribbed Steel Bars Per Is :1786. The Rate Include Cost Of Setting The Same To Correct Lines And Levels Duly Embedded In 1:2:4 Cement Concrete Including Carriage, Loading, Uploading, Stacking, Handling, Re-Handling Etc., Complete In All Respect To The Satisfaction Of Engineer-In-Charge [Through Rate] , [21.43]Extra Over The Rate Laid Down In This Schedule For Cement Concrete Work More Making And Finishing Benching And Complicated Floor Work In Manholes, Including Formation Of Channels And Bulldozing And Smooth Finishing The Surface Accurately To Template. [Through Rate] , [21.57.1.6]Providing Masonry Plugs To Ends Of Sewers Of All Types With 11.43 Cm Thick Brick Wall In Cement Sand Mortar 1:7 With 12 Mm Thick Cement Plaster 1:6 (As Required By The Engineer-In-Charge). 1.6. For Circular Sewers Having Internal Diameter - 250 Mm [Through Rate] , [21.93.2]Providing And Fixing Steel Fibre Reinforced Concrete Manhole Covers And Frames Marked With Is: 12592 Including Setting The Same To Correct Lines And Levels In 1:3 Cement Sand Mortar Over Manhole Including Carriage Loading Unloading Stacking Handling Re-Handling Etc. Complete In All Respects To The Satisfaction To The Engineer-In-Charge. 2. Type:- Extra Heavy Duty Set (Ehd-20) 560Mm Clear Opening [Through Rate] , [21.94.4]Providing Salt Glazed Stone Ware Pipes Grade ‘A In Standard Length Of 600 Mm Each Pipe Marked With Is: 651 And Their Lowering, Cutting, Jointing And Testing As Described In Item No. 21.38, 21.39, Item 21.40 Including The Cost Of Jointing Materials As Well As Carriage, Loading, Unloading, Stacking, Handling, Re-Handling Etc. Complete In All Respects To The Satisfaction Of Engineer-In-Charge. 4. 250Mm I/D [Through Rate] , [4.14.1]Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 1. All Kinds Of Soil. [Through Rate] , [4.19.1.2]Excavating Trenches Of Required Width For Pipes, Cables, Etc, Including Excavation For Sockets, Depth Up To 1.5 M, Including Getting Out The Excavated Materials, Returning The Soil As Required In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layers By Ramming, Watering Etc., Stacking Serviceable Material For Measurements And Disposal Of Unserviceable Material As Directed, Within A Lead Of 50 M : 1.2. Ordinary Rock : Pipes, Cables Etc. Exceeding 80 Mm Dia But Not Exceeding 300 Mm Dia [Through Rate] , [6.1.2]Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 2. 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) : 4 Graded Stone Aggregate 20 Mm Nominal Size) [Through Rate] , [6.1.7]Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 7. 1:5:10 (1 Cement : 5 Coarse Sand (Zone-Iii): 10 Graded Stone Aggregate 40 Mm Nominal Size) [Through Rate] , [6.14.1]Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1. 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii): 3 Graded Stone Aggregate 20 Mm Nominal Size) [Through Rate] , [6.30.1]Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For 1. Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete [Through Rate] , [6.30.3]Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For 3. Suspended Floors, Roofs, Landings, Balconies And Access Platform [Through Rate] , [6.33.6]Steel Reinforcement For Reinforced Cement Concrete Work, Where Not Included In The Complete Rate Of Rcc, Including Straightening, Cutting, Bending, Placing In Position, Binding, Wastage, Overlaps, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Etc. Complete In All Respect Below Plinth Level Note: Reinforcement Shall Be Measured In Length Including Hooks, If Any, Separately For Different Diameters As Actually Used In Work , Excluding Overlaps. Wastage, Overlaps, Couplings, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Or Other Methods Of Binding & Placing Shall Not Be Measured And Cost Of These Items Shall Be Deemed To Be Included In The Rates For Reinforcement. 6. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More [Through Rate] , [7.20.1]Brick Work With Common Burnt Clay Modular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) [Through Rate]

BOQ

Name of Work:-
Sl. No. Item Description
1[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]
2[11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) [Through Rate]
3[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate]
4[21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. [Through Rate]
5[21.57.1.6]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.6. For Circular sewers having internal diameter - 250 mm [Through Rate]
6[21.93.2]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening [Through Rate]
7[21.94.4]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 4. 250mm i/d [Through Rate]
8[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]
9[4.19.1.2]Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : 1.2. Ordinary rock : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia [Through Rate]
10[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
11[6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]
12[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]
13[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
14[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]
15[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]
16[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 54778768
AUTHORITY Local Bodies
TENDER VALUE Ref. Documents
LAST DATE 28-03-2026
Authority
Authority Name Haryana Urban Development Authority
Work Description Tender for [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 With Stone Aggregate 40 Mm Size In Foundation And Plinth. [Through Rate] , [11.11.1]12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix : 1. 1:3 (1 Cement: 3 Fine Sand) [Through Rate] , [21.28]Providing And Fixing Steel Bar Embedded Plastic Steps Of Size 263Mm X 165Mm Of Orange Colour, Confirming To Specification In Pump Chambers, Manholes Etc., Having Minimum 3Mm Thick Polypropylene Polymer Confirming To Is:10910 Encapsulated On 12Mm Dia Ribbed Steel Bars Per Is :1786. The Rate Include Cost Of Setting The Same To Correct Lines And Levels Duly Embedded In 1:2:4 Cement Concrete Including Carriage, Loading, Uploading, Stacking, Handling, Re-Handling Etc., Complete In All Respect To The Satisfaction Of Engineer-In-Charge [Through Rate] , [21.43]Extra Over The Rate Laid Down In This Schedule For Cement Concrete Work More Making And Finishing Benching And Complicated Floor Work In Manholes, Including Formation Of Channels And Bulldozing And Smooth Finishing The Surface Accurately To Template. [Through Rate] , [21.57.1.6]Providing Masonry Plugs To Ends Of Sewers Of All Types With 11.43 Cm Thick Brick Wall In Cement Sand Mortar 1:7 With 12 Mm Thick Cement Plaster 1:6 (As Required By The Engineer-In-Charge). 1.6. For Circular Sewers Having Internal Diameter - 250 Mm [Through Rate] , [21.93.2]Providing And Fixing Steel Fibre Reinforced Concrete Manhole Covers And Frames Marked With Is: 12592 Including Setting The Same To Correct Lines And Levels In 1:3 Cement Sand Mortar Over Manhole Including Carriage Loading Unloading Stacking Handling Re-Handling Etc. Complete In All Respects To The Satisfaction To The Engineer-In-Charge. 2. Type:- Extra Heavy Duty Set (Ehd-20) 560Mm Clear Opening [Through Rate] , [21.94.4]Providing Salt Glazed Stone Ware Pipes Grade ‘A In Standard Length Of 600 Mm Each Pipe Marked With Is: 651 And Their Lowering, Cutting, Jointing And Testing As Described In Item No. 21.38, 21.39, Item 21.40 Including The Cost Of Jointing Materials As Well As Carriage, Loading, Unloading, Stacking, Handling, Re-Handling Etc. Complete In All Respects To The Satisfaction Of Engineer-In-Charge. 4. 250Mm I/D [Through Rate] , [4.14.1]Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 1. All Kinds Of Soil. [Through Rate] , [4.19.1.2]Excavating Trenches Of Required Width For Pipes, Cables, Etc, Including Excavation For Sockets, Depth Up To 1.5 M, Including Getting Out The Excavated Materials, Returning The Soil As Required In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layers By Ramming, Watering Etc., Stacking Serviceable Material For Measurements And Disposal Of Unserviceable Material As Directed, Within A Lead Of 50 M : 1.2. Ordinary Rock : Pipes, Cables Etc. Exceeding 80 Mm Dia But Not Exceeding 300 Mm Dia [Through Rate] , [6.1.2]Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 2. 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) : 4 Graded Stone Aggregate 20 Mm Nominal Size) [Through Rate] , [6.1.7]Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 7. 1:5:10 (1 Cement : 5 Coarse Sand (Zone-Iii): 10 Graded Stone Aggregate 40 Mm Nominal Size) [Through Rate] , [6.14.1]Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1. 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii): 3 Graded Stone Aggregate 20 Mm Nominal Size) [Through Rate] , [6.30.1]Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For 1. Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete [Through Rate] , [6.30.3]Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For 3. Suspended Floors, Roofs, Landings, Balconies And Access Platform [Through Rate] , [6.33.6]Steel Reinforcement For Reinforced Cement Concrete Work, Where Not Included In The Complete Rate Of Rcc, Including Straightening, Cutting, Bending, Placing In Position, Binding, Wastage, Overlaps, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Etc. Complete In All Respect Below Plinth Level Note: Reinforcement Shall Be Measured In Length Including Hooks, If Any, Separately For Different Diameters As Actually Used In Work , Excluding Overlaps. Wastage, Overlaps, Couplings, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Or Other Methods Of Binding & Placing Shall Not Be Measured And Cost Of These Items Shall Be Deemed To Be Included In The Rates For Reinforcement. 6. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More [Through Rate] , [7.20.1]Brick Work With Common Burnt Clay Modular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) [Through Rate]
Basic Detail
Tender No 20268888FF36 C74D 4EA2 BAAB AD78F8E2113E242HSV
Bidding Type Tender
Location
City Kundli
State Haryana
Key Dates
Publish Date 21 Mar 2026
Submission Date 28 Mar 2026
Open Date 30 Mar 2026
Finance
Tender Value Ref. Documents
Tender Fee 1000
EMD 67152
Exemption Available
Document List
2ff5ed0b-2665-40d5-8e66-fd3a97c9b578.html
6WC32AZ143011.pdf
BOQ_588992.xls
Tendernotice_1 (4).pdf

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Tender Timeline

Mar 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

2ff5ed0b-2665-40d5-8e66-fd3a97c9b578.html

pdf

6WC32AZ143011.pdf

xls

BOQ_588992.xls

pdf

Tendernotice_1 (4).pdf

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