Public Administrative Department Local Bodies Closing in 11 days TDR #57424813

Tender For Construction Of A Pre-Cast Reinforced Cement Concrete Drain On The Left Side Of The Ward-41 Sainik Vihar Divider, Extending From Sardhana Road To The Large Drain.

Issued by Local Bodies · Meerut, Uttar Pradesh
Tender Value
3.59 Crore
Estimated cost
Bid Submission
24 Sep 2026
11 days left
EMD
19.96 Lakhs
Bank guarantee accepted
Document Fee
5900
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 Construction Of A Pre-Cast Reinforced Cement Concrete Drain On The Left Side Of The Ward-41 Sainik Vihar Divider, Extending From Sardhana Road To The Large Drain.

BOQ

Name of Work:- Construction of a pre-cast RCC drain on the left side of the Ward-41 Sainik Vihar divider, extending from Sardhana Road to the large drain.
Sl. No. Item Description
1Demolishing 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.
2Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) All kinds of soil.(b) In or under foul position, including pumping out water as metre required
3Disposal 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 upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
4Dewatering with centrifugal pump with POL and pump opretor for 8 working Hour per Day. (Rate Rs. 40.00 Per Hour/Per HP)
5Providing & supply gunny bags including cost of sand and stitching of bags and laying in position.
6Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level level1:2:4 (1 Cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 40 mmnominal size derived from natural sources)
8Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
9Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
10Providing, Transporting, Hoisting and fixing above plinth level precast reinforcement cement concrete ready mix/ site batched design mix cement concrete for reinforced cement concrete work using coarse aggeregate and fine aggeregate arrived from natural sources, ordinary portland/pozolona / portland slag cement admixuture in recommended proportion as per IS 9103 to accelerate/ retard setting of concrete to improve durebility and workability without impairing finishing but excluding reinforcement as per direction of Engineer-in-charge for following grad eof concrete of M-30 grade with minimum contant of 350 kg/ Cum Note: Extra cement upto 10% ofr minimum specified cement contant in design mix shell be payable seprately. In case cement contant design mix is more than 110% of the specified minimum cement contant the contractor shall have discretion to either redesign the mix or bear the cost of extra .
11Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
12Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In stringers, treads, landings etc. of staircases, including useof chequered plate wherever required, all complete
13Construction 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 directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
14Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
15Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m ..... covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.
16S/ fixing of water conection or others All comp of work etc
17Supply and Fixing of Sign Board Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57424813
AUTHORITY Local Bodies
TENDER VALUE 3.59 Crore
LAST DATE 24-09-2026
Authority
Authority Name Meerut Municipal Corporation
Work Description Tender for Construction Of A Pre-Cast Reinforced Cement Concrete Drain On The Left Side Of The Ward-41 Sainik Vihar Divider, Extending From Sardhana Road To The Large Drain.
Basic Detail
Tender No 956/SNV-44T-15FFC/2026
Bidding Type Tender
Location
City Meerut
State Uttar Pradesh
Key Dates
Publish Date 09 Sep 2026
Submission Date 24 Sep 2026
Open Date 24 Sep 2026
Finance
Tender Value 3.59 Crore
Tender Fee 5900
EMD 19.96 Lakhs
Exemption Not Available
Document List
1.pdf
17e28863-8ac9-40b7-b639-a08670da2381.html
BOQ_2226242.xls
NNMT2.pdf
Tendernotice_1 (75).pdf

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Tender Timeline

Sep 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 11 days
Sep 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

Download All (ZIP) ↓
pdf

1.pdf

html

17e28863-8ac9-40b7-b639-a08670da2381.html

xls

BOQ_2226242.xls

pdf

NNMT2.pdf

pdf

Tendernotice_1 (75).pdf

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