}

Tender For Repair Maintenance And Cleaning Of Sewage Lines Manholes Septic Tanks Etc At Md Accommodation Areas Of Age Br I Under Ge Mis Mhow, Indore-Madhya Pradesh

Military Engineer Services-MES has published Tender For Repair Maintenance And Cleaning Of Sewage Lines Manholes Septic Tanks Etc At Md Accommodation Areas Of Age Br I Under Ge Mis Mhow. Submission Date for this Tender is 18-05-2024. Sewerage Construction Tenders in Indore Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43264080
Corrigendum : Tender For Repair Maintenance And Cleaning Of Sewage Lines Manholes Septic Tanks Etc At Md Accommodation Areas Of Age Br I Under Ge Mis Mhow
Open Tender
Indian
Madhya Pradesh
Indore
18-05-2024

Tender Documents

Additional Details Available on Click
✓ Tendering Authority
✓ Publication Document
(Tender Document / Tender Notice )

Tender Details

Tender For Repair Maintenance And Cleaning Of Sewage Lines Manholes Septic Tanks Etc At Md Accommodation Areas Of Age Br I Under Ge Mis Mhow

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-May-2024 Other Corrigendum Other 18-05-2024

Key Value

Document Fees
INR 500 /-
EMD
INR 40000.0 /-
Tender Value
INR 20 Lakhs /-

Attachment

FileName File Description File Size
f645b63a-c1ca-40f8-a85c-e51745f8e8f5.html Tender Notice 0 KB
BOQ_729387.xls Tender Document 0 KB
PS8666.pdf Tender Document 0 KB
TENDER8666.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work: REPAIR / MAINT AND CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANKS ETC AT MD ACCN AREAS OF AGE B/R - I UNDER GE (MIS) MHOW
Sl. No. Item Description
1Excavation in trenches not exceeding 1.50m wide and n.exc 1.50m depth for foundation etc or for shafts, walls, cess-pits, manholes, pier holes and n.exc. 10 sqm on plan getting out in soft/loose soil complete all as specified
2Removing excavated materials to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting pointcomplete all as specified
3Returning, filling in soil including spreading, levelling watering and well ramming in layers not exc. 25cm thick complete all as specified
4M&L for Salt glazed stoneware drain pipe Grade "A" 150 mm bore laid in trenches and jointed complete all as specified
5All as per item No 4 here-in-before but for 200 mm bore pipe.
6All as per item No 4 here-in-before but for 100 mm bore pipe.
7M&L for 200mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified.
8M&L for concrete bed to drain pipes of 150mm bore in cement concrete 1:3:6 type C2 wing 40mm graded stone aggregate including parking under and haunching against the sides of pipe after they are laid and tested including demolition and breaking up existing drain pipes andconcrete bed of any description complete.
9All as per Sl item No 08 above but for 200mm bore.
10All as per Sl item No 08 above but for 100mm bore.
11M&L for cleaning of sewage pipe line of any desciption of 100 mm dia systematically ,mechanically by using necessary tools orby rodding with proper tools, equipments such as passing rope knots, bamboo fanti and disc of required size including taking care of precausionery measure as per standard safety norms issued by appropriate authority for cleaning of sewage line and flushing the pipe well with water after removal of blockage to clear for easy flow of sewage water and making it proper functional complete all as specified and to the entire satisfaction of Engineer-in-charge. NOTE : Sludge obtained from cleaning shall be removed outside MD land and burying it in pits and covering it with earth and spreading hydrated lime @ 1 kg per sqm of covered area.
12All as per item No 11 abovebutfor 150mm dia pipe.
13All as per item No 11 abovebutfor 200mm bore pipe.
14M&L for Cleaning of septic tank by desludging, distilling and getting out all silts , sludge, organic,inorganic materials and other forein matters such as sediment,sand,ash,grease,fibre,silts,roots ,vegetation etcby mechanically by using sewage sucking Machine with necessary pumping arrangement assembled incoverd tank vehicle and by plugging the incoming sewer line through combined high pressure water jetting suction (vacuum) type machine mounted on LCV/HCV and removing the sludge in covered vehicle outside MD landand disposingat a place meant of the purpose by local Muncipality authority etc Complete all as specified and directed by Engineer in charge . NOTE : (a) For measurement purpose depth of Sludge shall be the differencebetween depth of septic tank from sludge top and final depth of septic tanks cleared. (b)Photograph of septic tank before and after cleaning shall be submitted alongwith RAR/FB.(c) Manhole cover shall be refixed in septic tank with CM 1:4 after cleaning and spread bleaching power on top surface of septic tank @ 1 kg per septic tank and quoted rate shall be inclusive of above provision.
15M&L for cleaning and removing the deposited sludge, blockage from manholes of any size and depth n.exc 1.5m by mechanically /byusing suitable tool and taking out the excavated sludge of manhole , clean the manhole neatlywith water and carting away the sludge for away from buildings/living area and deposit at low lying area/ditchs and cover with fresh earth on top and spreadbleaching powder complete all as specified and directed.
16M&L for cleaning / removal of blockages from EWC/IWC/Gully traps/floor trap/wash hand basin etc choked with mud and other accumulated solids, semi solids etc with using proper cleaning tools such as rubber bush/other instruments and cleaning with waterfor proper functioningto the entire satisfaction of Engineer-in-charge including removing the waste material/sludgeoutside MD land complete all as specified and directed by Engineer-in-Charge. NOTE : Any damage caused to EWC/IWC/GT/FT/WHB during cleaningand the same shall be made good as per existing by the contractor withoutany extra cost.
17M&L for cleaning of sewer line upto 200 mm bore, sewer line of any type , line in between manholes,line between the sewer lines to septic tank/soak well/sump well and any location, depth ofsewage linen.exc 2.0m in depth and cleaning any type of blockage including de-silting, de-scaling and de-chocking of drain and manhole with combined high pressure water jetting cum suction vacuum type machine mouinted on LCV/HCV and havingfacility of high pressure vacuum and provision ofhydraulic application through high pressure thermo plastic fibre based water jetting hose and conical round shape nozzle pipe and flushing after cleaning and removing the sludge outside MD land and dispose the same at a place meant for the purpose by local munucipality authorities complete all as specified and directed at site. Notefor item No. 14 to 17:- (i) Necessary precautions as well as safety measures shall be taken and provided by the contractor without any extra cost for working in the foul condition. (ii) The contractor shall be enterily responsible for the lapse, mishappenig to any of the manpower deployed and /or to other equipment/machinery/material at the site.
18M&Lfor Brick work with sub class "B" bricks with using Modular size bricks , straight or curved on plan exc 6m mean radius built in CM 1:6 including demolition of existing brick work of any description complete all as specified
19M&L for extra for forming fair finished drain or channel, 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred, stopped ends, complete all as specified
20M&L forrendering 15mm thick in CM 1:4 on any faces of brick or concrete surfaces,finished the surfaceeven and smooth without using extra cement all as specified
21M&L for pre-cast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs,manhole cover and similar work including necessary formwork etc. including demolition of existing concrete cover slab of any description complete all as specified and directed. NOTE : Reinforcement shall be measured and paid separately under relevant item.
22S&F Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including crancking, bendingspirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all asspecified.
23S&F mild steel round bars 10mm dia Fe 410W Gde E-250 quality A or Fe 290 gde E-165 cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips for man hole cover handle.
24S&F in repair PVC (SWR) pipe, 75 mm bore, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified
25S&F in repair PVC (SWR) pipe, 75 mm bore, single socketed, in any length with rubber ring joints, laid in trenches complete all as specified.
26S&F in repair PVC (SWR) pipe, 90 mm bore, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified.
27S&F in repair PVC (SWR) pipe, 110 mm bore, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified.
28S&F in repair PVC (SWR) bends 75 mm bore, with access door complete all as specified.
29S&F in repair PVC (SWR) bends 90 mm bore complete all as specified
30S&F in repair PVC (SWR) bends 110 mm bore complete all as specified.
31S&F in repair PVC (SWR) junction single, (Single T) equal or unequal with access door 75mm bore pipes complete all as specified.
32S&F in repair PVC (SWR) junction single, (Single T) equal or unequal with access door 90mm bore pipes complete specified.
33S&F in repair PVC (SWR) junction single, (Single T) equal or unequal with access door 110mm bore pipes complete all as specified.
34S&F in repair PVC (SWR) vent cowl, 75mm bore complete all as specified.
35S&F in repairs PVC (SWR) gully trap 125/110 mm,setting and jointing with solvent cement
36S&F in repairs 75mm dia PVC (SWR) floor trap/nahani trap, plain with grating including jointing with solvent cement and necessary concrete work all as specified.
37S & F in repair vitreous china squatting Pan “Orissa” Pattern, of size 580mm x 440mm white colour with integral foot rests (excluding flushing cistern and flush pipe) including provision of cement concrete bedding complete all as specified.
38S&F in repair Vitreous China wash down water closet pan (pedestal pattern), white colour (excluding fixing bolts, flushing cistern & flush pipe)including Plastic water closet seat cover white, closed pattern with flat bottom and mild steel CP or aluminised hinging device. complete all as specified.
39S&F in repair Vitreous China wash down water closet pan (semi-pedestal pattern)(Anglo-Indian type), white colour (excluding fixing bolts, flushing cistern & flush pipe) including Plastic water closet seat cover white colour, closed pattern with flat bottom & mild steel CP or aluminised hinging device. Complete all as specified.
40S & F in repairs 10 litres capacity PVC flushing cistern, low or high level, with inlet, ball valve, syphonic action type, float and handle, PVC Flush pipe , pull or push type including brackets complete all as specified.
41S&F in repair Plastic water closet seat cover of white colour, closed pattern with flat bottom & mild steel CP or aluminised hinging device complete.
42M & L for Non Skid coloured Ceramic tiles 7 to 8mm thick(Square/rectangular) area of each tile exc 0.06 sqm but n exc 0.11 sqm in floors over and including 15mm thick screed in CM 1:6 , set & jointed in neatcement slurry and pointed in white cement mixed with pigmentto match with the colour of tiles includingdismantling existing tile of any description withcement mortar bedding (but not backing) and removing rubbish off the premises complete all as specified
43M & L for Non Skid coloured Ceramic tiles 7 to 8mm thick(Square/rectangular) area of each tile exc 0.11 sqm but n exc 0.18 sqm in floors over and including 15mm thick screed in CM 1:6 , set & jointed in neatcement slurry and pointed in white cement mixed with pigmentto match with the colour of tiles includingdismantling existing tile of any description withcement mortar bedding (but not backing) and removing rubbish off the premises complete all as specified
44M&L for glazed ceramic coloured wall tiles (textured and design as required) in vertical surface as in skirting/dados 450X300X7mm thick, set and jointed in neat cement slurry and pointed in colouredcement to match with colour of tile over and including 10 mm thick rendering in CM 1:4includingdismantling existing tile of any description withcement mortar bedding (but not backing) and removing rubbish off the premises complete all as specified
45M&L for glazed ceramic coloured wall tiles (textured and design as required) in vertical surface as in skirting/dados 300x200x6 to 7mm thick, set and jointed in neat cement slurry and pointed in colouredcement to match with colour of tile over and including 10 mm thick rendering in CM 1:4includingdismantling existing tile of any description withcement mortar bedding (but not backing) and removing rubbish off the premises complete all as specified
46M&L for 75mm thick cement concrete 1:4:8 type D2, using 40mm graded stone aggregate as in subbase etc.all as specified and directed.
47M & L forchequered cement concrete tiles (glossy finish) 40 cm x 40 cm x 25 mm thick set ,jointed and pointed in neat cement slurry in floors with grey cement andno pigmentlaid over and including 15 mm thick screed bed or bedding layer in CM (1:6) including PCC 1:3:6 type C1 edging includingdismantling of existing stone slab and tile of any description or thickness in floors, aprons etc.complete all as specified
48M&L for 60 mm thick machine pressed rubber moulded precast concrete interlocking paver block (glossy finish) of M-35 Gde of approved shape, size & colour confirming to IS 15658-2006 with grey cement and pigmentincluding PCC 1:3:6 type C1 edging includingdismantling of existing stone slab and tile of any description or thickness in floors, aprons etc.complete all as specified
49M&L for 80 mm thick machine pressed rubber moulded precast concrete interlocking paver block (glossy finish) of M-35 Gde of approved shape, size & colour confirming to IS 15658-2006 with grey cement and pigmentincluding PCC 1:3:6 type C1 edging includingdismantling of existing stone slab and tile of any description or thickness in floors, aprons etc.complete all as specified
50M&L for stone dust under floors or in foundations including watering and consolidation spreading and levelling in layers n exc. 25 cm thick
51M & L for 20 -25 mm thick kota stone (mirror polished) , machin cut as in flooringover and including 15mm cement screed base laid in CM 1:6 , andjointed in neat cement slurry mixed with pigment to match the shade of slab including rubbing and polishing includingdismantling of existing stone slab and tile of any description or thickness in floors, aprons etc.complete all as specified
52M& L for plain cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in surface channels and drains,coping including finshing of exposed surfaces even & smooth with using extra cement including demolition of existing concrete of any description complete all as specified.
53M&Lfor plain cement concrete 1:3:6type C2 using 40mm graded stone aggregate,75mm thick in plinth protection including demolition of existing concrete of any description complete all as specified.
54M&L for repair to sunken floor by provide following water proofing treatment to sunken floor surfaces of RCC slaball asspecified and as per Manufactuer"s instruction:- (a) Demolition of old sunken surface of any description completlyand cleaniong of all loose particles and apply cement slurry @3.00 kg / sqm on old surfaces by brushing. (b)Provide PCC 1: 1.5:3 type A0 using 12.5mm graded stone aggregate in slope of average thickness 50mm on sunken floor slab mixed with and including integral water proofing compound manufactured by Dr FIXIT or equivalent as approved, finish the surface even & smooth without using extra cement. (c) Rendering 15mm thick in CM 1:3 mixed with & including integral water proofing compound on sunken floor and sides of (Vertical surface) sunken portion. (d) Applying surfaces of bituminous primer (conforming to IS-3384-1965) @ 0.40 Kg/Sqm .Provide necessary cinnection to soil/waste pipe from WC/Nahani trap .
55(e) After laying of all sewage/plumbing pipes with fixtures in position, apply two coats of polymeric based chemical as per manufactures instructions over bottom and sudes of sunken portion upto 600 mm height. (f) APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with plyester non wove fabric (wt. not less than 150 gms/sqm) laidon primed surface by forced application c (g) Fill the sunken floor with PCC 1:5:10 type E2 using 40mm graded stone/brick aggregate. (h) S&F50 mm dia CPVC pipe projecting 450 mm clear of face outer wallto drain out seepage water if any. (i) S& F400X400mm x7mm thick coloured Non skid tiles over and including15mm thick screed bed in CM (1:6) (j) Testing of entire sunken portion all as directed by Engineer-in-Charge . NOTE : Clear floor area shall be measured for payment purpose.
56M&L for cleaning and removing all scale and dirt, etc from water tanks of capacity exceeding 250 litres but not exceeding 500 litres and from mouth of circulating pipes, etc including writing date of cleaning and applying a coat of bleaching powder complete
57M&L for cleaning and removing all scale and dirt, etc from water tanks of capacity exceeding 500 litres but not exceeding 1000 litres and from mouth of circulating pipes, etc including writing date of cleaning and applying a coat of bleaching powder complete
58S & F in repairs 20 mm dia Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed. (Minimum weight 210gms) complete all as specified & directed.
59S & F GI tubing 15mm boremedium grade with all fittings & fixed complete to walls /ceiling or laid in floors complete all as specified and directed.
60S&F in repair over headtank cover for 500 to 1000 liters water capacity PVC tank all as specified and directed by Engineer-in-charge.
61Supply and fix in repairs brass spindles for bib tap and angle cock complete all as specified.
62S&F in repairs Brass spindle for WHB mixer and Wall Mixer and concealed stop cock complete all as specified.
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.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail