Tender For 11 Construction Of Street From Ho Jaikishan To Ho Ramesh And From Aadi Kiryana Store To Ho R Hal In Ward 3 In Mc Ganaur
Tender Value
17.23 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
3 days left
EMD
34000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sonipat → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for 11 Construction Of Street From Ho Jaikishan To Ho Ramesh And From Aadi Kiryana Store To Ho R Hal In Ward 3 In Mc Ganaur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Sep-2026 | Date | Date | 05-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | [11.13.1]Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 1. 12 mm cement plaster [Through Rate] |
| 2 | [13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 3 | [17.15.1]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 1. Grading I material [Through Rate] |
| 4 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] |
| 5 | [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. [Through Rate] |
| 6 | [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. [Through Rate] |
| 7 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] |
| 8 | [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 mortar [Through Rate] |
| 9 | [3.1.18]By Mechanical Transport including loading, unloading and stacking 18. 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 up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate] |
| 10 | [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] |
| 11 | [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) [Through Rate] |
| 12 | [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] |
| 13 | [7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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