Water Resources and Irrigation Government Departments Closing in 0 days TDR #56214052

Tender For Restoration Of Road & Dry Stone Pitching Near Chilla Store Adjacent To Shahdara Outfall Drain.

Issued by Government Departments · Delhi, Delhi
Tender Value
23.26 Lakhs
Estimated cost
Bid Submission
06 Jul 2026
0 days left
EMD
46537
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 Restoration Of Road & Dry Stone Pitching Near Chilla Store Adjacent To Shahdara Outfall Drain.

BOQ

Name of Work:- Restoration of Road & Dry Stone Pitching near Chilla Store adjacent to Shahdara Outfall Drain.
Sl. No. Item Description
1Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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, 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.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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 from natural sources)
4Brick work with C&D Recycled Products Cement brick of class designation M-10 in foundation plinth in Cement mortar 1:4 (1 cement: 4 Coarse sand) C&D Recycled Products, Shastri Park, Delhi.
575 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Moorum
675 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 20 mm nominal size
775 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 40 mm nominal size
8Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.
9Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately).
10Providing 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)
1115 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand)
12Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
13Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
14Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
15Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ 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 etc., lead upto 50 m and for all lift : All kinds of soil.
16Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm
17Providing and stacking Duranta Golden, having ht. 15 cm to 20 cm bushy shape with fresh and healthy leaves in 15 cm size of Earthen Pot/ Plastic Pot and as per direction of the officer-in-charge.
18Dismantling 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 : bituminous road
19Providing 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
20Providing 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 @ 350 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately M-30 RMC by using minimum cement @350 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer.
21Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
22Providing & fixing White River (Stone) Pebbles size of 2\\" to 2.5\\" dia (5 cm to 6.25 cm), in natural colour at site of work including loading,unloading, carriage etc. and as per direction of officer-in-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56214052
AUTHORITY Government Departments
TENDER VALUE 23.26 Lakhs
LAST DATE 06-07-2026
Authority
Authority Name Irrigation And Flood Control Department
Work Description Tender for Restoration Of Road & Dry Stone Pitching Near Chilla Store Adjacent To Shahdara Outfall Drain.
Basic Detail
Tender No 31/EE/CD-III/NIT/2026-27/
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 29 Jun 2026
Submission Date 06 Jul 2026
Open Date 06 Jul 2026
Finance
Tender Value 23.26 Lakhs
Tender Fee Ref. Documents
EMD 46537
Exemption Not Available
Document List
BOQ_391640.xls
e68bef0a-abb9-4df9-9745-dfba51c905dd.html
Tendernotice_1.pdf

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Tender Timeline

Jun 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_391640.xls

html

e68bef0a-abb9-4df9-9745-dfba51c905dd.html

pdf

Tendernotice_1.pdf

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