Housing Urban and Rular Development Government Departments Closing in 7 days TDR #56618622

Tender For annual repair & maintenance of To Atdc, Sanskar Ashram Complex, Dilshad Garden, Delhi Dg. 2026-27. (Sh: Water Proofing Of Atdc Roof, Sbr Strengthening Of Ceiling And Other Miscellaneous Civil Works).

Issued by Government Departments · Delhi, Delhi
Tender Value
22.08 Lakhs
Estimated cost
Bid Submission
31 Jul 2026
7 days left
EMD
44176
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 annual repair & maintenance of To Atdc, Sanskar Ashram Complex, Dilshad Garden, Delhi Dg. 2026-27. (Sh: Water Proofing Of Atdc Roof, Sbr Strengthening Of Ceiling And Other Miscellaneous Civil Works).

BOQ

Name of Work:- A/R & M/O to ATDC, Sanskar Ashram Complex, Dilshad Garden, Delhi dg. 2026-27. (SH: Water proofing of ATDC roof, SBR Strengthening of ceiling and other miscellaneous civil works).
Sl. No. Item Description
1Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
2110 mm diameter
3Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion.
4Bend 87.5° : 110 mm bend
512 mm cement plaster of mix:
61:6(1 cement: 6 fine sand)
76 mm cement plaster of mix:
81:3(1 cement :3 fine sand)
9Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :
103 mm thick
11Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to dumping ground notified by MCD Delhi within any lead.
12Grading roof for water proofing treatment with
13Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
14Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris to dumping ground notified by MCD Delhi within any lead and lifts all complete as per direction of Engineer-In-Charge
1525 mm average thickness
16Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
17Bars upto 12 mm diameter
18Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer- In-charge complete in all respect.
19SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
20Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
2125 mm average thickness in 2 layers.
22Providing & laying broken glazed tiles, weight not less than 9kg/sqm on top of hot bitumen @ 1.70 kg/sqm (1.40 kg of 85/25 grade bitumen and 0.30 kg/sqm of 80/100 grade bitumen) and joints filled with cement mortar 1:2 (1 Cement: 2 Marble dust) mixed with water proofing compound etc. all complete as per direction of Engineer-in-charge.
23Repair and waterproofing treatment of dome. (a) Cleaning the existing surface with wire brush and removing of loose flakes, dirt and foreign material with high pressure water jet spray. (b) Making V groove and filling it with PERMA/ROFF crackseal chemical or equivalent. (c) Whole area to be tested with hammer and necessary repairing of damaged surface with polymer based mortar @6mm thick with the ratio of 1:3 (1 cement : 3 fine sand) polymer @20% of cement. (d) Shocking total surface with polymer and cement is various portion like (i) 1 litre SBR latex, 5 litre water and 3 kg cement, (ii) 1 litre latex SBR, 3 litre water and 2 kg cement, (iii) 1 litre latex SBR, 1 litre water and 1 kg cement, minimum 1 day gap shall be maintained between 2 stages of shock treatment before start of shocking treatment surface must be saturated with water for better penetration of mixture of chemical, water curing is mandatory during all stages. (e) Finally whole treated surface shall be applied with elastomatic waterproofing material cost of primer made of shaliprime of M/S STP Ltd. or equivalent water in proportion 1:3 and surface shall be allowed to dry for 5 to 6 hours. Finally applying 1st coat shalicryle 215 of M/S STP Ltc. or equivalent @0.16 litre/sqm and shall be allowed to dry for 6 to 8 hours of application and 2nd coat @0.14 litre/sqm over dry surface for 200 micron DFT and shall allowed to dry etc. complete as per direction of Engineer-in-charge including preparation etc. all complete. No further work shall be carried out over the coated area within 72 hours of final coat. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56618622
AUTHORITY Government Departments
TENDER VALUE 22.08 Lakhs
LAST DATE 31-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for annual repair & maintenance of To Atdc, Sanskar Ashram Complex, Dilshad Garden, Delhi Dg. 2026-27. (Sh: Water Proofing Of Atdc Roof, Sbr Strengthening Of Ceiling And Other Miscellaneous Civil Works).
Basic Detail
Tender No 28/EE/KKD Court Divn./PWD/NIT/2026-27
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 23 Jul 2026
Submission Date 31 Jul 2026
Open Date 31 Jul 2026
Finance
Tender Value 22.08 Lakhs
Tender Fee Ref. Documents
EMD 44176
Exemption Not Available
Document List
ad8387fd-1e8a-4c08-b4db-ec3c31bfc449.html
BOQ_393564.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 23, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Jul 31, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

Download All (ZIP) ↓
html

ad8387fd-1e8a-4c08-b4db-ec3c31bfc449.html

xls

BOQ_393564.xls

pdf

Tendernotice_1.pdf

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