Rural Development Local Bodies Closing in 12 days TDR #58247242

Tender For Uplifting Of Street 3.5 Ft From Head Of Jagdish To Head Of Rajan To Dhar Al Gurjar, Head Of Multan To Head Of Satbir, Head Of Joginder To Head Of Adv Sajjan Kriyana Store To Head Of Dhanpat And Peer Baba To Mehander Gujjar In W.No 8 And 9

Issued by Local Bodies · Rohtak, Haryana
Tender Value
60.52 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
12 days left
EMD
1.45 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Uplifting Of Street 3.5 Ft From Head Of Jagdish To Head Of Rajan To Dhar Al Gurjar, Head Of Multan To Head Of Satbir, Head Of Joginder To Head Of Adv Sajjan Kriyana Store To Head Of Dhanpat And Peer Baba To Mehander Gujjar In W.No 8 And 9 Area Back Side Of Iti At Mc Kalanaur. (Est. Cost Rs. 72.54 Lakh)

BOQ

Name of Work:- Uplifting of street 3.5 ft from H/o Jagdish to h/o Rajan to Dhar al Gurjar, H/o Multan to H/o Satbir, H/o Joginder to H/o Adv Sajjan Kriyana Store to H/o Dhanpat and Peer Baba to Mehander Gujjar in W.No 8 and 9 area Back side of ITI at MC Kalanaur. (Est. Cost Rs. 72.54 Lakh)
Sl. No. Item Description
1NS Item -Recovery of Old IPB 80MM
2HSR Item 22.201.2.1-Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2.1. M D - 10 Square shape 450 mm internal dimensionHSR Rate(Rs.) 876.00 Through Rate
3HSR Item 7.21.1-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)HSR Rate(Rs.) 4128.00 Through Rate
4HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)HSR Rate(Rs.) 113.00 Through Rate
5HSR Item 11.52-Cement rendering on plaster 1 mm thickHSR Rate(Rs.) 28.00 Through Rate
6HSR Item 21.53-Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortarHSR Rate(Rs.) 160.00 Through Rate
7HSR Item 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 (zoneIII): 3 graded stone aggregate 20 mm nominal size)HSR Rate(Rs.) 4374.00 Through Rate
8HSR Item 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 moreHSR Rate(Rs.) 66.00 Through Rate
9HSR Item 21.93.1-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. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear OpeningHSR Rate(Rs.) 1155.00 Through Rate
10HSR Item 21.55-Constructing standard drain type II drain complete consisting of concrete drain moulded and laid concrete foundation, rendered and smooth with 6mm thick rendering concrete to be of I :3:6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortarHSR Rate(Rs.) 427.00 Through Rate
11HSR Item 17.69.2-Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.HSR Rate(Rs.) 655.00 Through Rate
12HSR Item 17.70-Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3.HSR Rate(Rs.) 26.00 Through Rate
13HSR Item 10.8-Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4HSR Rate(Rs.) 181.00 Through Rate
14HSR Item 33.5-Providing and fixing factory made precast RCC 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 and 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.HSR Rate(Rs.) 1026.00 Through Rate
15HSR Item 3.1.2-By Mechanical Transport including loading, unloading and stacking 2. EarthHSR Rate(Rs.) 83.00 5km
16HSR Item 3.1.2-By Mechanical Transport including loading, unloading and stacking 2. EarthHSR Rate(Rs.) 6.00 Beyond 5km up to 10km per KM
17HSR Item 17.8.2-Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specificationsHSR Rate(Rs.) 27.00 Through Rate
18HSR Item 17.8.3-Compaction 3. Extra for rolling to specificationsHSR Rate(Rs.) 27.00 Through Rate
19HSR Item 17.15.3-Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III materialHSR Rate(Rs.) 1044.00 Through Rate
20HSR Item 6.1.1-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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)HSR Rate(Rs.) 3975.00 Through Rate
21HSR Item 4.33-Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.HSR Rate(Rs.) 138.00 Through Rate
22HSR Item 17.8.1-Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rollingHSR Rate(Rs.) 48.00 Through Rate
23HSR Item 6.30.5-Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantileversHSR Rate(Rs.) 296.00 Through Rate
24HSR Item 5.70-Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-incharge, beyond 50 m initial lead, for all leads including all lifts involved.HSR Rate(Rs.) 86.00 Through Rate
25HSR Item 5.23.2-Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix)HSR Rate(Rs.) 460.00 Through Rate
26HSR Item 9.57.3-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. 3. 150 mm diameterHSR Rate(Rs.) 269.00 Through Rate Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58247242
AUTHORITY Local Bodies
TENDER VALUE 60.52 Lakhs
LAST DATE 10-11-2026
Authority
Authority Name Urban Local Bodies
Work Description Tender for Uplifting Of Street 3.5 Ft From Head Of Jagdish To Head Of Rajan To Dhar Al Gurjar, Head Of Multan To Head Of Satbir, Head Of Joginder To Head Of Adv Sajjan Kriyana Store To Head Of Dhanpat And Peer Baba To Mehander Gujjar In W.No 8 And 9 Area Back Side Of Iti At Mc Kalanaur. (Est. Cost Rs. 72.54 Lakh)
Basic Detail
Tender No 202620B68F11 51F2 4BBD 8D45 894ACBC79699318ULB
Bidding Type Tender
Location
City Rohtak
State Haryana
Key Dates
Publish Date 28 Oct 2026
Submission Date 10 Nov 2026
Open Date 11 Nov 2026
Finance
Tender Value 60.52 Lakhs
Tender Fee 5000
EMD 1.45 Lakhs
Exemption Available
Document List
BOQ_637000.xls
cbab1b92-655a-4ccf-aea6-e40624579e31.html
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 10, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Nov 11, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_637000.xls

html

cbab1b92-655a-4ccf-aea6-e40624579e31.html

pdf

Tendernotice_1.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender