Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #57274799

Tender For maintenance of Completed Scheme Under Na-Ii (Horticulture Zone).Sub Head :- Revival Of Existing Rain Water Harvesting Structures By Cleaning And Replacement Of Filter Media At Various Parks Under The Territorial Jurisdiction Of Horticultur

Issued by Local Bodies · Delhi, Delhi
Tender Value
20.53 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
0 days left
EMD
41064
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 maintenance of Completed Scheme Under Na-Ii (Horticulture Zone).Sub Head :- Revival Of Existing Rain Water Harvesting Structures By Cleaning And Replacement Of Filter Media At Various Parks Under The Territorial Jurisdiction Of Horticulture Civil Division-7.

BOQ

Name of Work:- M/o completed scheme under NA-II (Horticulture Zone).Sub Head :- Revival of existing Rain Water Harvesting structures by cleaning and replacement of filter media at various parks under the territorial jurisdiction of Horticulture Civil Division-7.
Sl. No. Item Description
1Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. (a) All kinds of soil.
2Demolishing 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.
3Demolishing 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
4Earth 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. All kinds of soil
5Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil
6Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 fine sand derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)
8Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
912 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
10Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.(a) 12 mm cement plaster
11Providing and fixing 100 mm thick factory made machine batched and machine mixed pre-cast R.C.C. horizontal grating with frame complete as per standard design on RWH collecting chambers of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 10 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
12Providing and fixing unplasticised Polyvinyl Chloride (UPVC) rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, having working pressure 4 Kg/cm2 including all UPVC plain fittings. This includes jointing of pipes & fittings with solvent cement, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (i) Single socketed pipes.(a) 200 mm dia Pipes.
13Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
14Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge.
15Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
16Providing and laying/wrapping/fixing double-layer non-woven needle-punched geotextile membrane of 400 GSM (each layer), manufactured from continuous polypropylene/polyester fibres, having minimum thickness of 3.0 mm, minimum tear strength of 250 N (machine direction) and 215 N (cross direction) as per ASTM D4533, minimum CBR puncture strength of 1550 N as per ASTM D6241, minimum elongation at break of 57% as per ASTM D4595, Apparent Opening Size (AOS/O95) between 0.08 mm and 0.18 mm as per ASTM D4751, and minimum permittivity of 1.5 sec⁻¹ as per ASTM D4491, including cutting, overlapping (not less than 20 cm), stitching/heat welding wherever required, laying and fixing complete, as per the manufacturer's specifications and directions of the Engineer-in-Charge. The geotextile shall possess high permeability and porosity to facilitate filtration and percolation of rainwater while preventing migration of soil particles, and shall be resistant to chemical degradation, biological degradation, ultraviolet exposure during installation, and attack by soil microorganisms. Manufacturer's original test certificate shall be submitted and approved before execution of the work.
17Re-development of bore well in accordance with IS : 2800 (part I) and IS: 11189, to maximize the inflow of water into the surrounding soil by removing silt or any other clogging material from the well, with required capacity air compressor running the compressor for required time or any suitable method approved by Engineer-in-Charge, till well is fully developed, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of borewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
18Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 150 mm dia
19Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 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)
20Providing and placing in position 100mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
21Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
22Modified Estimated Cost for item no. 1 to 21 after using Correction factor on DSR 2023 on account of GST@ 0.973 i.e. Rs.20,67,182/- (total estimated cost is to be reduced by 2.7% accordingly)
23Add Cost Index @3% on all DSR items ( except item no. 11, 12, 16 & 17) i.e. Rs. 1394625.00 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57274799
AUTHORITY Local Bodies
TENDER VALUE 20.53 Lakhs
LAST DATE 10-09-2026
Authority
Authority Name Delhi Development Authority
Work Description Tender for maintenance of Completed Scheme Under Na-Ii (Horticulture Zone).Sub Head :- Revival Of Existing Rain Water Harvesting Structures By Cleaning And Replacement Of Filter Media At Various Parks Under The Territorial Jurisdiction Of Horticulture Civil Division-7.
Basic Detail
Tender No 13/EE/HCD-7/DDA/2026-27
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 31 Aug 2026
Submission Date 10 Sep 2026
Open Date 11 Sep 2026
Finance
Tender Value 20.53 Lakhs
Tender Fee Ref. Documents
EMD 41064
Exemption Not Available
Document List
564bf7b3-53eb-4162-836c-5dd24773e3f5.html
BOQ_971200.xls
NIT13.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 10, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Sep 11, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 1 day

Tender Documents

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html

564bf7b3-53eb-4162-836c-5dd24773e3f5.html

xls

BOQ_971200.xls

pdf

NIT13.pdf

pdf

Tendernotice_1.pdf

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