Housing Urban and Rular Development Local Bodies Closing in 2 days TDR #57404667

Tender For maintenance of Various Colonies Under Dwarka Zone Nazul A/C-Ii.Sub Head:- Operation And Maintenance Of Cetp Treated Water Supply Lines Networks For Use Of Cetp Treated Water For Horticulture Purpose From Cetp Mayapuri To Various Parks/Gree

Issued by Local Bodies · Delhi, Delhi
Tender Value
28.29 Lakhs
Estimated cost
Bid Submission
17 Sep 2026
2 days left
EMD
56599
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 Various Colonies Under Dwarka Zone Nazul A/C-Ii.Sub Head:- Operation And Maintenance Of Cetp Treated Water Supply Lines Networks For Use Of Cetp Treated Water For Horticulture Purpose From Cetp Mayapuri To Various Parks/Green Areas Of Mayapuri, Hari Nagar And Rajouri Garden.

BOQ

Name of Work:- M/o various colonies under Dwarka Zone Nazul A/C-II.Sub Head:- Operation and Maintenance of CETP treated water supply lines networks for use of CETP treated water for horticulture purpose from CETP Mayapuri to various parks/Green areas of Mayapuri, Hari Nagar and Rajouri Garden.
Sl. No. Item Description
1Operation and maintenance of the CETP treated water supply line network system such as opening/closing, checking of sluice valves wherever required to ensure free flow of CETP treated water in the lines of network for use of CETP treated water for horticulture purpose in various parks/ green areas of mayapuri, Hari nagar, Rajouri Garden. The item includes all labour, T&P required for above work .
2Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):(a) Up to 300 mm dia
3Supplying pig lead at site of work
4Providing D.I Specials of class K-12 suitable for push on jointing as per IS:9523:-(a) Upto 600 mm dia
5Providing S&S centrifugally cast(Spun)/ductile iron pipes conforming to IS 8329:-(a) 100 mm dia ductile iron class K-9 pipe
6(b) 150 mm dia ductile iron class K-9 pipe
7(c) 200 mm dia ductile iron class K-9 pipe
8(d) 250 mm dia ductile iron class K-9 pipe
9(e) 300 mm dia ductile iron class K-9 pipe
10Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (a) 100 mm diameter , class I
11Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :(a)150 mm diameter, Class I
12Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :(a)200 mm diameter, Class I
13Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :(a)250 mm diameter, Class I
14Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :(a)300 mm diameter, Class I
15Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : (a) With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
16Disposal 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.
17Conducting SUE survey in a corridor of 4-6 meter width to detect buried utilities like pipes , cables etc. in such corridor . Marking of the detected utilities on the map of corridor with information of locations and depths to the top of various utiliteis detected . onsite detection to be conduted using minimum tools of electronics pipe locater(EPL) and ground penetrating radar(GPR) . GPR work to be conducting using 500MHz and 300 MHz antenna for best possible resolution and penetration . the specification are SUE survey should be in accordance with code of practice for subsurface utilitty engineering suiting indian condition guidelines & specification for detection , verifiction & depiction of existing subsurface utlity data :- (a) road crossing with dividers upto 50m width
18Conducting SUE survey in a corridor of 4-6 meter width to detect buried utilities like pipes , cables etc. in such corridor . Marking of the detected utilities on the map of corridor with information of locations and depths to the top of various utiliteis detected . onsite detection to be conduted using minimum tools of electronics pipe locater(EPL) and ground penetrating radar(GPR) . GPR work to be conducting using 500MHz and 300 MHz antenna for best possible resolution and penetration . the specification are SUE survey should be in accordance with code of practice for subsurface utilitty engineering suiting indian condition guidelines & specification for detection , verifiction & depiction of existing subsurface utlity data :- (a) Along the road , 6 m wide corridor
19Installtion of product pipe by auger boring metod including making of entary and exit pits upto 3 mtr. depth , all related civils works like execavation , horing/strutting etc. sheilded excavation through auger boring process , lowering of pipe segments in the jacking pit , laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the the engineer-in-charge all complete except the cost of the pipe . ( upto 80 meter installation length):- (a) Upto 300 mm dia ; in all tpye of soil
20Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/Class -II of IS: 3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (a)200 mm. dia (wall thickness = 6.3 mm)
21Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/Class -II of IS: 3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (a)150 mm. dia
22Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
2312 mm cement plaster finished with a floating coat of neat cement of mix : (a) 1:4 (1 cement: 4 fine sand)
24Providing 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 Engineerin- 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).
25Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 50 mm thick compacted bed of 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. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
26Earth 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
2740 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush : White sand stone
28Recovery on account of unserviceable/ scrapped steel obtained from the workNote:-1. The CI/DI & other steel scrap shall be recovered @ Rs.40/kg.2. The Skilled/Unskilled Labour shall be available daily during the office Hours and Engineer in charge may also call the same any time round the clock for which nothing extra shall be paid.3. Failure to attend the complaint shall attract a penalty of twice the rate of Item No.1 per day & shall be recovered from the agency.4. The Contractor or his representative shall be available at site office during the office hours.
29Modified estimated cost after using correction factor on DSR 2023 on account of GST @ 0.973
30Add cost index @ 4.03% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57404667
AUTHORITY Local Bodies
TENDER VALUE 28.29 Lakhs
LAST DATE 17-09-2026
Authority
Authority Name Delhi Development Authority
Work Description Tender for maintenance of Various Colonies Under Dwarka Zone Nazul A/C-Ii.Sub Head:- Operation And Maintenance Of Cetp Treated Water Supply Lines Networks For Use Of Cetp Treated Water For Horticulture Purpose From Cetp Mayapuri To Various Parks/Green Areas Of Mayapuri, Hari Nagar And Rajouri Garden.
Basic Detail
Tender No 26/EE/DPD-5/DDA/2026-27
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 08 Sep 2026
Submission Date 17 Sep 2026
Open Date 18 Sep 2026
Finance
Tender Value 28.29 Lakhs
Tender Fee Ref. Documents
EMD 56599
Exemption Not Available
Document List
04239a3e-5d12-4af4-9580-261e58397086.html
BOQ_972386.xls
NIT26.pdf
Tendernotice_1 (10).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Sep 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Sep 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

04239a3e-5d12-4af4-9580-261e58397086.html

xls

BOQ_972386.xls

pdf

NIT26.pdf

pdf

Tendernotice_1 (10).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders