Rural Development Local Bodies Closing in 5 days TDR #58468879

Tender For 25 Construction Of Parmila Dhankhar Wali Gali In Ward 14 In Mc Ganaur

Issued by Local Bodies · Sonipat, Haryana
Tender Value
4.89 Lakhs
Estimated cost
Bid Submission
18 Nov 2026
5 days left
EMD
9000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for 25 Construction Of Parmila Dhankhar Wali Gali In Ward 14 In Mc Ganaur

BOQ

Name of Work:- 25 CONSTRUCTION OF PARMILA DHANKHAR WALI GALI IN WARD 14 IN MC GANAUR
Sl. No. Item Description
1[17.15.2]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 2. Grading II material [Through Rate]
2[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]
3[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]
4[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]
5[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]
6[22.201.1.1]Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 1.1. L D- 2.5 Rectangular shape 600x450 mm internal dimensions [Through Rate]
7[22.218.2]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 2. 300 mm Internal Diameter [Through Rate]
8[22.219.2]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 2. 300 mm Internal Diameter [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[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]
11[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) [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[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]
14[6.33.3]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. 3. Cold twisted bars [Through Rate]
15[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

OUR REF NO 58468879
AUTHORITY Local Bodies
TENDER VALUE 4.89 Lakhs
LAST DATE 18-11-2026
Authority
Authority Name Urban Local Bodies
Work Description Tender for 25 Construction Of Parmila Dhankhar Wali Gali In Ward 14 In Mc Ganaur
Basic Detail
Tender No 202697EA9EF9 549A 42B8 B28D 815B7EF61995321ULB
Bidding Type Tender
Location
City Sonipat
State Haryana
Key Dates
Publish Date 11 Nov 2026
Submission Date 18 Nov 2026
Open Date 18 Nov 2026
Finance
Tender Value 4.89 Lakhs
Tender Fee 1000
EMD 9000
Exemption Available
Document List
06c8902d-9816-4e7f-bc98-1c8aa629395c.html
BOQ_639592.xls
Tendernotice_1.pdf

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Tender Timeline

Nov 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 18, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Nov 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
html

06c8902d-9816-4e7f-bc98-1c8aa629395c.html

xls

BOQ_639592.xls

pdf

Tendernotice_1.pdf

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