Water Resources and Irrigation Government Departments Closing in 6 days TDR #57543004

Tender For Construction Of Reinforced Cement Concrete Guard Wall From Guard Room To Pump House Of Gravity Channel In Burari For The Year 2026-27.

Issued by Government Departments · Delhi, Delhi
Tender Value
8.25 Crore
Estimated cost
Bid Submission
06 Oct 2026
6 days left
EMD
16.50 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Reinforced Cement Concrete Guard Wall From Guard Room To Pump House Of Gravity Channel In Burari For The Year 2026-27.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 25-Sep-2026 Postponed of Tender Date 06-Oct-2026

BOQ

Name of Work:- Construction of RCC Guard wall from Guard room to Pump House of Gravity Channel in Burari for the year 2026-27.
Sl. No. Item Description
1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum
3Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in in cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade stone agg. 20 nominal size, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :
4300 mm dia piles
5450 mm dia piles
6Providing 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. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
7Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level : Concrete of M20 grade with minimum cement content of 270 kg /cum
8Providing 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 followinggrades 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. All works upto plinth level Concrete of M35 grade with minimum cement content of 370 kg /cum
9Steel 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.
10Centering and shuttering including strutting, propping etc. and removal of form for :
11Foundations, footings, bases of columns, etc. for mass concrete
12Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
13Suspended floors, roofs, landings, balconies and access platform
14Lintels, beams, plinth beams, girders, bressumers and cantilevers
15Columns, Pillars, Piers, Abutments, Posts and Struts
16Steel 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
17Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
18Providing and laying RMC of M-30 grade By using minimum 400kg of cement(43 grade, OPC) per cum of concrete in roads / streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS9103 to accelerate/ retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibratos, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction / expansion, construction of cross / longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc. complete, as per direction of Engineer in-charge. (Cost of joint filler & sealants shall be paid for separately under relevant items). Note:- Cement content considered in M-30 is @ 400 kg/cum. Less cement used as per design mix is recoverable separately M-30 RMC by using minimum cement @400 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer.
19Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge..including excavation of work and/or foul conditions
20Disposal of excavated material like weeds, garbage, polythene waste, sludge, malba slush etc. by mechanical transport with a lead of 5 Km. including loading unloading, complete as per direction of engineer In-Charge
21Providing, cutting and placing in position heavy duty PVC pipe 110 mm dia in wall etc. complete.
22Providing 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)
23Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement
24Providing and fixing hard drawn steel wire mesh fabric 75x25 mm of weight not less than 7.75 kg/sqm fixed (welded) on frame of angle / T-iron 50x50x6 mm with flat iron of size 40x5 mm and 20x5 mm including cutting, welding, histing and fixing in position in RCC beam and applying a priming coat of steel primer of approved brand and manufacture etc. complete as per drawing and direction of Engineer-in-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57543004
AUTHORITY Government Departments
TENDER VALUE 8.25 Crore
LAST DATE 06-10-2026
Authority
Authority Name Irrigation And Flood Control Department
Work Description Tender for Construction Of Reinforced Cement Concrete Guard Wall From Guard Room To Pump House Of Gravity Channel In Burari For The Year 2026-27.
Basic Detail
Tender No EE/CD-VI/ACS-40/2026-27
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 25 Sep 2026
Submission Date 06 Oct 2026
Open Date 06 Oct 2026
Finance
Tender Value 8.25 Crore
Tender Fee Ref. Documents
EMD 16.50 Lakhs
Exemption Not Available
Document List
1af536c1-5b66-4925-b96c-b7f7abdfdf99.html
825Gravitychannel.pdf
BOQ_398124.xls
Tendernotice_1 (20).pdf

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Tender Timeline

Sep 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 06, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 6 days
Oct 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Oct 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

1af536c1-5b66-4925-b96c-b7f7abdfdf99.html

pdf

825Gravitychannel.pdf

xls

BOQ_398124.xls

pdf

Tendernotice_1 (20).pdf

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