Defence Statutory Bodies & Commissions/Committees Closing in 0 days TDR #51420667

Tender For Special Repair To Sewage Line Network System For Certain Trainees Mess And Provn Of Tiling In Bldg No. T-616 & T-617 (Ueb Hall) Of Cti At Afs Jalahalli

Issued by Statutory Bodies & Commissions/Committees · jalahalli, Karnataka
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Oct 2025
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Special Repair To Sewage Line Network System For Certain Trainees Mess And Provn Of Tiling In Bldg No. T-616 & T-617 (Ueb Hall) Of Cti At Afs Jalahalli

BOQ

NAME OF WORK: SPECIALREPAIR TO SEWAGE LINE NETWORK SYSTEM FOR CERTAIN TRAINEES MESS AND PROVN OF TILING IN BLDG NO. T-616 & T-617 (UEB HALL) OF CTI AT AFS JALAHALLI
Sl. No. Item Description
1Excavation in trenches not exceeding 1.50 m wide and not exceeding 1.50 m deep along the existing sewage line carefully for placing taking out and getting out in any type of soil complete all as specified and directed.
2Excavation in trenchesexceeding 1.50 m deep and not exceeding 3.00 m deep along the existing sewage line carefully for placing taking out and getting out in any type of soil complete all as specified and directed.
3M & L salt glazed stone ware drain pipes of internal dia 150 mm bore grade \"A\" laid in trenches and jointed incl demolition and breaking up of old drain pipe (salt glazed stoneware drain pipe) set in cement concrete, internal dia 150 mm complete all as specified and as directed.
4M & L salt glazed stone ware drain pipes of internal dia 200 mm bore grade \"A\" laid in trenches and jointed incl demolition and breaking up of old drain pipe (salt glazed stoneware drain pipe) set in cement concrete, internal dia 200 mm complete all as specified and as directed.
5M&L reinforced concrete pipes 150mm bore, class NP2, laid and jointed complete with collars complete all as specified and as directed.
6M&L reinforced concrete pipes 200mm bore, class NP2, laid and jointed complete with collarscomplete all as specified and as directed.
7M&L reinforced concrete pipes 300mm bore, class NP2, laid and jointed complete with collars complete all as specified and as directed.
8M&L for concrete bed to drain pipe including packing under and haunching against the side of drain pipe after they are laid and tested in PCC 1:3:6 type C-2 for 300mm diacomplete all as specified and directed.
9M&L for concrete bed to drain pipe including packing under and haunching against the side of drain pipe after they are laid and tested in PCC 1:3:6 type C-2 for 150mm diacomplete all as specified and directed.
10M&L for concrete bed to drain pipe including packing under and haunching against the side of drain pipe after they are laid and tested in PCC 1:3:6 type C-2 for 200mm diacomplete all as specified and directed.
11Cutting into existing manholes for connecting new drains 300 mm bore, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required complete all as specified and as directed.
12Cutting into existing manholes for connecting new drains 150 mm bore, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required complete all as specified and as directed.
13Cutting into existing manholes for connecting new drains 200 mm bore, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required complete all as specified and as directed.
14Returning and filling soil in layers not exceeding 25cm thick each layer including spreading leveling, watering and well ramming complete all as specified and directed.
15Removal of surplus soil to a distance not exc 50 m and depositing where directred at a level not exc 1.50 m above the starting point complete all as specified and directed.
16Demolition of cement concrete (unreinforced) of any description in ground floor not otherwise specifically provided for, complete all as specified and directed.
17M&L PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation, filling for fencing post and mass concrete of any description, complete all as specified and directed.
18M&L hard core of broken stone of guage n exc 63mm deposited spread and levelled in layers n exc 15 cm thick watered and rammed to a true surfacecomplete all as specified and as directed
19Material and labour for 100 mm thick, plain cement concrete 1:2:4,type B2 using 40 mm graded stone aggregate as in paving\"s, hard standings and similar work, surface finished even and smooth without using extra cement complete all as specified and directed. .
20Material and labour for 75mm thick PCC type D-2 (1:4:8) using 40mm graded crushed stone aggregate as in sub base of floor surface finished even and fair, complete all as specified and directed
21Demolition of reinforced cement concrete reinforced of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and directed.
22M&L Providing precast cement concrete 1:2:4 type B1 using 20mm graded stone aggregate, set in CM 1:4 as in cover slab and similar work incl necessary formworkcomplete all as specified and directed.
23M&L MS TMT bars 10 mm dia and above , cut to length ,bent to shape required , including cranking , bending , spirally for hooping forcolumns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in reinforcement complete all as specified and directed.
24Demolition of brick work or stone boulder/ PCC block masonry, built in cement mortar or cement lime mortar incl all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articlescomplete all as specified and directed.
25M&L Pre-cast PCC 1:3:6 type C1 (using 20 mm graded stone agg) cement concrete block masonry with solid blocks exc. 10cm in width and set in cement mortar 1:6complete all as specified and directed.
26M&L Cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
27M & L for cement concrete 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in surface channel of drain, benching in manhole & coping finished even and smooth with using extra cement complete all as specified and as directed.
28M&L 10 mm thick cement plaster in CM 1:6 on fair faces of brick work/concrete etc finished even and smooth without using extra cement complete all as specified and directed.
29M&L Preparation of new plastered surfaces and applying three coats of white wash on walls complete all as specified and directed.
30Roughening surfaces of old concrete floors by picking, sweeping clean and washing down with water to remove dusts etc. complete all as specified and directed.
31M & L Vitrified Ceramic tiles (Light shade)10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match and including 15mm thick screed bed in CM 1:4 to recieve tiles complete all as specified and directed.
32Material and labourforVitrified ceramic light shade tiles 10mm thick and area of each tile not exceeding 0.36 Sqm as in skirting laid over and including 10 mm thick renderingin CM 1:4dado/skirting complete all as specified and directed.
33Material and labour for 25mm thk PCC 1:2:4 type B-0 using 12.5 mm graded agg as wearing coat for layingfloor finishes, finished fair to receive tiles complete all as specified and as directed.
34M & L for coloured Glazed ceramic tiles in vertical surface 350mmx250mm x7mm / 450X350X7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick rendering or bedding layer in cement mortar 1:3 complete all as specified and directed.
35M&L for cement plaster rendering 10mm thick in CM 1:6 on fair faces of brickwork or concrete surface as on wall finished even and smooth with thin layer of sagol including taking down old cement plaster including raking out joints and scrubbing down with water etc and rubbish off the premises complete all as specified and directed.
36Taking down and refixing in same opening shutters exc 1 sq.m and n exc 2 sq.m each with some repairs (Resecuring or easing and adjusting) works of woodendoor/ skelton door of any type complete all as specified and as directed.
37Taking down and refixing in same opening shutters exc 2 sq.m each with some repairs (Resecuring or easing and adjusting) works of woodendoor/ skelton door of any type complete all as specified and as directed.
38Dismantling wrought iron or mild steel work of any description all as specified and directed.
39S&F MS steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to IS 1161-1998 grade St 240 complete all as specified and directed.
40S & F mild steelplate (plain or chequered) channels, square cut or notched (ordinary or counter sunk), forming holes with riveted, bolted or welded attachement etc. and hanging also fastening and fixing complete conforming to Gde Fe 410 W (Gde E-250 Quality A) complete all as specified and directed.
41M&L for preparation of newsurfaces of steel or iron surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
42S & F mild steelwork in framed brackets of angle or tees, \"C\" Channels, \"I\" sections with web flanges cut to shape, drilled and countersunk of screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. n exc, 10 kg each bracket, and hanging also fastening and fixing complete conforming to Gde Fe 290, Gde E-165 complete all as specified and directed.
43Dismantling the existing unserviciable gully trap including chamber and material and labour for provision of new salt glazed stoneware gully trap, square or round mouth type \"P\" of size 180X150mm, including setting and jointing in cement mortar 1:1 in chamber with plain cement concrete base in PCC 1:2:4 type B1, brick work in cement mortar 1:4, rendering in cement mortar 1:4, all around finished even and fair using extra cement, Precast cover slab in RCC 1:2:4 type B1 using 20mm graded stone aggregate, reinforcement with 8 mm diain both ways etc, including provision of handle etc complete all as specified and as directed.
44M&L Machine cut kota stone slab 20-25 mm thick as in flooring, laid over and incl 20 mm thick screed bed in CM 1:3 set and jointed in neat cement slurry and pointed with cement and pigment to match the shade of the slab incl rubbing and polishingcomplete all as specified and as directed.
45M&L Repair to leakage/seepage from the Nahani trap/ floor trap of bathroom/ washbasin of the upper Qtr, in any position at any height, complete including change of floor trap, PVC horinzontal pipe embeded in floor in bathroom or kitchen making good to the damaged portion of flooring, laying and matching of tiles in the existing flooring, complete all as specified and directed
46M&L Repair to leakage/seepage from the wall/ door bend /door tee/\"Y\" junction/ \"T\" Junction of soil pipe / waste pipe/ vent pipe of bathroom/WC of the upper 2nd floor or at the ground floor Qtr including change of any damaged soil waste pipes or fittings of any shape, specification and size, making good to the damaged portion of wall with brick work in cement mortar 1:6 or cement concrete 1:2:4 and plastering to wall in CM 1:4 and finished the surfaces matching to existing wall to avoid the leakage/ seepage at the site of work complete all as specified and directed.
47S & F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls/trenchesbore of pipe 75 mm with PVC clamps and saddles including taking down existing pipes and dismantling of old unserviceable cast iron/RCC/PVC drain pipes jointed in cement mortar and taking out from trenches or walls of any bore including fittings complete all as specified and as directed
48S & F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls/trenchesbore of pipe 110 mm with PVC clamps and saddles including taking downand dismantling of old unserviceablecast iron/RCC/PVC drain pipes jointed in cement mortar and taking out from trenches or walls of any bore including fittings complete all as specified and as directed
49S & F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls/trenchesbore of pipe 150 mm with PVC clamps and saddles including taking downand dismantling of old unserviceable cast iron/RCC/PVC drain pipes jointed in cement mortar and taking out from trenches or walls of any bore including fittings complete all as specified and as directed
50S&F in repairs grating doom 125mm dia with waste hole of PTMT (Min wt 40 gms) complete all as specified and as directed.
51S & F in repairs PVC (SWR) bends of any radius with access door bore of pipe 75 mm complete all as specified and as directed.
52S & F in repairs PVC (SWR) bends of any radius with access door bore of pipe 110 mm complete all as specified and as directed.
53S & Fin repairs PVC (SWR)junction single (single T)equal or unequal with access door bore of pipe 75 mm complete all as specified and as directed.
54S & Fin repairs PVC (SWR)junction single (single T)equal or unequal with access door bore of pipe 110 mm complete all as specified and as directed.
55S & F in repairs 125/ 110 mm bore PVC (SWR) floortrap plain with grating incl jointing with solvent cement complete all as specified and as directed.
56S & F in repairs PVC (SWR) bends of any radius with access door bore of pipe 150 mm complete all as specified and as directed.
57Note :- An amount of Rs 34,520.00 on account of credit schedule for schedule \"A\" part II shall be deducted from the total amount of BOQ to arrive at the contract sum.

AI Tender Summary

OUR REF NO 51420667
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE Ref. Documents
LAST DATE 15-10-2025
Authority
Authority Name Military Engineer Services
Work Description Tender For Special Repair To Sewage Line Network System For Certain Trainees Mess And Provn Of Tiling In Bldg No. T-616 & T-617 (Ueb Hall) Of Cti At Afs Jalahalli
Basic Detail
Tender No 8216/E8
Bidding Type Tender
Location
City jalahalli
State Karnataka
Key Dates
Publish Date 24 Sep 2025
Submission Date 15 Oct 2025
Open Date 22 Oct 2025
Finance
Tender Value Ref. Documents
Tender Fee 500
EMD 1 Lakhs
Exemption Not Available
Document List
1332e021-d70a-4c65-bd6c-274fcc8a1a78.html
8216GENPAGE.pdf
8216PS.pdf
BOQ_820138.xls
Tendernotice_1.pdf

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Tender Timeline

Sep 24, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 15, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 22, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

1332e021-d70a-4c65-bd6c-274fcc8a1a78.html

pdf

8216GENPAGE.pdf

pdf

8216PS.pdf

xls

BOQ_820138.xls

pdf

Tendernotice_1.pdf

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