Rural Development Local Bodies Closing in 4 days TDR #56852084

Tender For Construction Of Street And Drain From Inderpal To Balmiki Chhaupal, Mehar Chand To Raghuvir, Babulal To Inderpal, Ranjeet To Lekhraj, Tansformer To Ravinder, Kallu To Sarkari School, Tularam To Surender And Roshan To Kua Ward No.03 Mc Palw

Issued by Local Bodies · Faridabad, Haryana
Tender Value
55.18 Lakhs
Estimated cost
Bid Submission
21 Aug 2026
4 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Street And Drain From Inderpal To Balmiki Chhaupal, Mehar Chand To Raghuvir, Babulal To Inderpal, Ranjeet To Lekhraj, Tansformer To Ravinder, Kallu To Sarkari School, Tularam To Surender And Roshan To Kua Ward No.03 Mc Palwal.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 17-Aug-2026 Date Extend Date 21-Aug-2026

BOQ

Name of Work:- Const. of street and drain from inderpal to Balmiki chhaupal, Mehar chand to raghuvir, Babulal to Inderpal, Ranjeet to Lekhraj, Tansformer to Ravinder, Kallu to Sarkari School, Tularam to Surender and Roshan to Kua Ward No.03 MC Palwal.
Sl. No. Item Description
1EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage
2[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]
3[11.8.2]12 mm cement plaster of mix : 2. 1:6 (1 cement: 6 coarse sand) [Through Rate]
4[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]
5[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing 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 technical clause 401 of MORT&H technical specifications [Through Rate]
6[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages 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 to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
7[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
8[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]
9[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 mortar [Through Rate]
10[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 Opening [Through Rate]
11[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]
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[6.33.3]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[7.20.1]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 56852084
AUTHORITY Local Bodies
TENDER VALUE 55.18 Lakhs
LAST DATE 21-08-2026
Authority
Authority Name Urban Local Bodies
Work Description Tender for Construction Of Street And Drain From Inderpal To Balmiki Chhaupal, Mehar Chand To Raghuvir, Babulal To Inderpal, Ranjeet To Lekhraj, Tansformer To Ravinder, Kallu To Sarkari School, Tularam To Surender And Roshan To Kua Ward No.03 Mc Palwal.
Basic Detail
Tender No 2026830DC349 EA17 4EC6 85AE DDFCCDD998D1294ULB
Bidding Type Tender
Location
City Faridabad
State Haryana
Key Dates
Publish Date 17 Aug 2026
Submission Date 21 Aug 2026
Open Date 21 Aug 2026
Finance
Tender Value 55.18 Lakhs
Tender Fee 5000
EMD 1.10 Lakhs
Exemption Available
Document List
BOQ_618088.xls
e5f43388-d67b-4368-8517-50271726e4f8.html
Tendernotice_1.pdf

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Tender Timeline

Aug 17, 2026
11:30 IST

Tender Published

Tender notice published.

Today
Aug 21, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 4 days
Aug 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Aug 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_618088.xls

html

e5f43388-d67b-4368-8517-50271726e4f8.html

pdf

Tendernotice_1.pdf

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