Housing Urban and Rular Development Local Bodies Closing in 30 days TDR #56769418

Tender For Under Shatabdinagar Scheme, Repair And Strengthening Work Of Damaged Road And Divider Between Sector 4A And 4C.

Issued by Local Bodies · Meerut, Uttar Pradesh
Tender Value
3.42 Crore
Estimated cost
Bid Submission
31 Aug 2026
30 days left
EMD
6.85 Lakhs
Bank guarantee accepted
Document Fee
5700
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Meerut → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Under Shatabdinagar Scheme, Repair And Strengthening Work Of Damaged Road And Divider Between Sector 4A And 4C.

BOQ

Name of Work:- शताब्दीनगर योजना के अन्तर्गत सैक्टर 4ए व 4सी के मध्य क्षतिग्रस्त सड़क व डिवाईडर की मरम्मत व सुदृढ़ीकरण का कार्य।
Sl. No. Item Description
1DSR-2023/15.7.4 - Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. In cement mortar
2(DSR) 2023/ No - 2.8.1 - 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. All kinds of soil. (260.30x 0.7418=193.09)
3DSR/23/ 4.1.8 - Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level : 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived fromnatural sources) - (0.7418 X (6812 =5053.14)
4AR - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
5DSR/7903/2023/-Machine moulded common burnt clay fps (non modular) bricks of class designation 12.5 @70% of above Qnty 140.00 @70%x470%=4606 no or 46.06 thousands (0.7418 X5.30= 3.93)
6DSR /2023/13.4.1 - 12 mm cement plaster on rough side of single or half brick wall of mix: 1:4(1 CEMENT: 4 Coarse.2 1:6 (1 cement: 6 coarse sand) (357.35x.7418=265.08)
7DSR/ 2023/ 4.1.3 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources (0.7418x7878.50)
8DSR Code 2.2.1 - Earth work by mechinical/ manual in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m: All kinds of soil (0.7418x395.30
9AR - Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directionsof Engineerin- Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
10(AR) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting to achieve the desired density. (Reference of MORT&H 406) (Analysis attached)
11(AR) Providing and applying primer coat with VG 10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (Reference of MORT&H 502) (Analysis attached)
12(AR) Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrated from approved quarry of specified grading premixed with bituminous binder VG-30 @4.50% by weight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finished to required grade level and alignment rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction ( Ref to morth & H specification 507 ) adjustment for bitumen shall be done as per job mixture and e-in-c
13(AR) Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface)(Analysis attached) on full area of road
14(AR) - Providing and laying dense graded bituminous macadam with 100-120 tonnes per hour batch type hot mix plant producing an crushed aggregated of specified grading-I, premixed with 60/70 bituminous binder @ 4.25percent by weight of total mix and hydrated lime filler @ 2% of total weight of aggregates, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled (8-10
15DSR 16.91.2 - Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56769418
AUTHORITY Local Bodies
TENDER VALUE 3.42 Crore
LAST DATE 31-08-2026
Authority
Authority Name Meerut Development Authority
Work Description Tender for Under Shatabdinagar Scheme, Repair And Strengthening Work Of Damaged Road And Divider Between Sector 4A And 4C.
Basic Detail
Tender No 43630_1 Dated 29 July 2026
Bidding Type Tender
Location
City Meerut
State Uttar Pradesh
Key Dates
Publish Date 31 Jul 2026
Submission Date 31 Aug 2026
Open Date 01 Sep 2026
Finance
Tender Value 3.42 Crore
Tender Fee 5700
EMD 6.85 Lakhs
Exemption Not Available
Document List
43630EBID.pdf
77454ba8-8e35-4ead-b205-8bfb65ebb6fa.html
BOQ_2204140.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 30 days
Sep 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 31 days

Tender Documents

Download All (ZIP) ↓
pdf

43630EBID.pdf

html

77454ba8-8e35-4ead-b205-8bfb65ebb6fa.html

xls

BOQ_2204140.xls

pdf

Tendernotice_1.pdf

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