Defence Statutory Bodies & Commissions/Committees Closing in 10 days TDR #57262614

Tender For Repairs/ Maintenance To Sewage System By Cleaning Of Septic Tank, Manholes, Sewage Lines, Gully Traps Etc At Site A2 Of Naval Base Area, Karwar.

Issued by Statutory Bodies & Commissions/Committees · Uttara Kannada, Karnataka
Tender Value
30 Lakhs
Estimated cost
Bid Submission
12 Sep 2026
10 days left
EMD
60000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Uttara Kannada → Karnataka
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Repairs/ Maintenance To Sewage System By Cleaning Of Septic Tank, Manholes, Sewage Lines, Gully Traps Etc At Site A2 Of Naval Base Area, Karwar.

BOQ

Name of Work:- REPAIRS/ MAINTENANCE TO SEWAGE SYSTEM BY CLEANING OF SEPTIC TANK, MANHOLES, SEWAGE LINES, GULLY TRAPS ETC AT SITE A2 OF NAVAL BASE AREA, KARWAR.
Sl. No. Item Description
1Rectifying complaints of bathrooms/kitchens/Wash Hand Basins (WHB)/urinals/WCs of any pattern by cleaning blockages of gully traps and nahani traps and making them fully functional by flushing with sufficient water, including disposal of sludge, etc., away from residential areas and burying in borrow pits (earthwork, if any, and making good disturbed surfaces shall be deemed to be included in the unit rate), complete all as specified and directed by the Engineer-in-Charge.
2Notes for Item No.1.00:(a) Unit rate quoted shall include taking out sludge away from residential areas and burying in borrow pits.(b) Payment shall be made complaint-wise.(c) Each complaint shall be rectified within 48 hours; failing which recovery at the rate of Rs. 150 per day per complaint shall be effected from the contractor’s next due payment without notice.(d) The contractor shall provide cleaning personnel along with tools, buckets, etc., to rectify the complaints.
3M&L for removal of blockage and cleaning of sewage lines of 100 mm bore by rodding from manhole to manhole or manhole to cleaning eye, taking out all debris, sludge and solid materials from sewage lines and removing the same outside MD land and well flushing with water, complete all as specified and directed by the Engineer-in-Charge.
4M&L for removal of blockage and cleaning of sewage lines of 150 mm bore by rodding from manhole to manhole or manhole to cleaning eye, taking out all debris, sludge and solid materials from sewage lines and removing the same outside MD land and well flushing with water, complete all as specified and directed by the Engineer-in-Charge.
5M&L for removal of blockage and cleaning of sewage lines of 200 mm bore by rodding from manhole to manhole or manhole to cleaning eye, taking out all debris, sludge and solid materials from sewage lines and removing the same outside MD land and well flushing with water, complete all as specified and directed by the Engineer-in-Charge.
6M&L for removal of blockage and cleaning of sewage lines of 250 mm bore by rodding from manhole to manhole or manhole to cleaning eye, taking out all debris, sludge and solid materials from sewage lines and removing the same outside MD land and well flushing with water, complete all as specified and directed by the Engineer-in-Charge.
7M&L for removal of blockage and cleaning of sewage lines of 300 mm bore by rodding from manhole to manhole or manhole to cleaning eye, taking out all debris, sludge and solid materials from sewage lines and removing the same outside MD land and well flushing with water, complete all as specified and directed by the Engineer-in-Charge.
8M&L for removal of blockage and cleaning of manholes of size 800 mm x 800 mm and up to a depth of 1 m by removing sludge/liquid foul/waste, ensuring smooth flow of sewage, including sprinkling of bleaching powder after cleaning and disposing of waste outside Defence land, complete all as specified and directed by the Engineer-in-Charge.
9Description all as per Item No. 7.00 above, but for manhole size 900 mm x 1200 mm and depth exc 1 m but not exc 2 m.
10Description all as per Item No. 7.00 above, but for manhole size 1400 mm dia and depth exc 2 m but not exc 3 m.
11Description all as per Item No. 7.00 above, but for manhole size 1400 mm dia and depth exc 3 m but not exc 4 m.
12Description all as per Item No. 7.00 above, but for manhole size 1400 mm dia and depth exc 4 m but not exc 5 m.
13Cleaning of septic tanks/manholes/soakage wells by bailing out/removing solid/semi-solid/liquid sludge in foul condition using suction machine and disposing of waste outside MD land, including refixing covers properly after washing with clean water, complete all as specified and directed by the Engineer-in-Charge.
14Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth for taking up/laying sewer lines in soft/loose soil, complete all as specified and directed.
15Description all as per Item No. 13.00 above, but exc 1.5 m and not exc 3.0 m deep.
16Excavation over areas not exc 1.5 m in depth in soft/loose soil and getting out, complete all as specified and directed.
17Excavation over areas exc 1.5 m but not exc 3 m deep in soft/loose soil and getting out, complete all as specified and directed.
18Excavation over areas exc 3 m but not exc 4.5 m deep in soft/loose soil and getting out, complete all as specified and directed.
19Returning, filling in soil including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed.
20Removing excavated soil not exc 50 m and depositing where directed at a level not exc 1.5 m above starting point, complete all as specified and directed.
21Demolition and breaking up of drain pipes 100 mm dia (salt-glazed stoneware, AC or reinforced concrete) set in cement mortar, including PCC bed and haunching and removal of debris outside MD land, complete all as specified and directed.
22Demolition and breaking up of drain pipes 150 mm dia (salt-glazed stoneware, AC or reinforced concrete) set in cement mortar, including PCC bed and haunching and removal of debris outside MD land, complete all as specified and directed.
23Demolition and breaking up of drain pipes 200 mm dia (salt-glazed stoneware, AC or reinforced concrete) set in cement mortar, including PCC bed and haunching and removal of debris outside MD land, complete all as specified and directed.
24Demolition and breaking up of drain pipes 250 mm dia (salt-glazed stoneware, AC or reinforced concrete) set in cement mortar, including PCC bed and haunching and removal of debris outside MD land, complete all as specified and directed.
25M&L for salt-glazed stoneware pipes, Grade ‘A’, 100 mm bore, laid in trenches and jointed, complete all as specified and directed.
26M&L for double wall corrugated (DWC) pipes, 150 mm dia, HDPE, UV resistant, lightweight and durable, suitable for sewerage and water purposes, complete all as specified and directed.
27M&L for double wall corrugated (DWC) pipes, 200 mm dia, HDPE, UV resistant, lightweight and durable, suitable for sewerage and water purposes, complete all as specified and directed.
28M&L for double wall corrugated (DWC) pipes, 250 mm dia, HDPE, UV resistant, lightweight and durable, suitable for sewerage and water purposes, complete all as specified and directed.
29M&L for PCC 1:3:6, Type C-2 (using 40 mm graded stone aggregate) as bed to drain pipe 100 mm bore, including packing under and haunching to sides after laying and testing, complete all as specified and directed.
30M&L for PCC 1:3:6, Type C-2 (using 40 mm graded stone aggregate) as bed to drain pipe 150 mm bore, including packing under and haunching to sides after laying and testing, complete all as specified and directed.
31M&L for PCC 1:3:6, Type C-2 (using 40 mm graded stone aggregate) as bed to drain pipe 200 mm bore, including packing under and haunching to sides after laying and testing, complete all as specified and directed.
32M&L for PCC 1:3:6, Type C-2 (using 40 mm graded stone aggregate) as bed to drain pipe 250 mm bore, including packing under and haunching to sides after laying and testing, complete all as specified and directed.
33S&F cast iron soil, waste and vent spun pipes 100 mm dia, in any length, with or without ears, with cement joints, laid in trenches or floors, complete all as specified and directed.
34S&F cast iron soil, waste and vent spun pipes 75 mm dia, in any length, with or without ears, with cement joints, laid in trenches or floors, including taking down existing, complete all as specified and directed.
35S&F cast iron bends 100 mm dia (any radius), including diminishing pieces or tapers (larger bore measured), complete all as specified and directed.
36S&F cast iron bends 75 mm dia (any radius), including diminishing pieces or tapers (larger bore measured), complete all as specified and directed.
37Demolition of precast concrete block walling built in cement mortar, complete all as specified and directed.
38M&L for providing precast cement concrete block masonry with solid blocks exceeding 10 cm width, Type C-1 (1:3:6) using 20 mm graded aggregate, set in cement mortar 1:4, complete all as specified and directed.
39M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brickwork or concrete surfaces, mixed with waterproofing compound, finished even and smooth without extra cement, complete all as specified and directed.Note: Waterproofing compound shall be measured and paid separately.
40Supply only waterproofing compound, complete all as specified and directed.
41M&L for preparing new plastered surfaces and applying three coats of white lime washing on walls, complete all as specified and directed.
42Demolition of RCC cover slabs for manholes, complete all as specified and directed.
43M&L for precast reinforced cement concrete (1:2:4), Type B-1 using 20 mm graded aggregate, as in cover slabs for manholes, set in cement mortar 1:6, complete all as specified and directed. (Note: TMT bars and MS flat iron shall be measured and paid separately.)
44S&F mild steel TMT bars (CRS/HCRM/CRM), 10 mm dia and over, cut to length, bent to shape, including cranking and bending, complete all as specified and directed.
45S&F in repairs cast iron work, Grade FG 150, articles exceeding 5 kg each, unmachined, in brackets, gully traps, gratings, railings, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles, complete all as specified and directed.
46S&F flat iron for surrounding of cover slabs for manholes and similar works conforming to Fe-290 Grade E-165, complete all as specified and directed.
47Dismantling cast iron work of any description, complete all as specified and directed.
48Note for Item No 1 to 46: All sewage-related works under this contract shall be executed only by mechanical means. Manual cleaning/desludging/entry into sewers, manholes, septic tanks or soakage wells is strictly prohibited. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57262614
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 30 Lakhs
LAST DATE 12-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Repairs/ Maintenance To Sewage System By Cleaning Of Septic Tank, Manholes, Sewage Lines, Gully Traps Etc At Site A2 Of Naval Base Area, Karwar.
Basic Detail
Tender No 8532/E8
Bidding Type Tender
Location
City Uttara Kannada
State Karnataka
Key Dates
Publish Date 29 Aug 2026
Submission Date 12 Sep 2026
Open Date 14 Sep 2026
Finance
Tender Value 30 Lakhs
Tender Fee 500
EMD 60000
Exemption Available
Document List
93a4a03f-8c4c-4d3a-9016-d949474da1d1.html
BOQ_881941.xls
Tender8532.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 10 days
Sep 14, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

Tender Documents

Download All (ZIP) ↓
html

93a4a03f-8c4c-4d3a-9016-d949474da1d1.html

xls

BOQ_881941.xls

pdf

Tender8532.pdf

pdf

Tendernotice_1.pdf

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