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Repair And Maint To Wall, Floor, Plaster Etc. And Other Connected B / R Works At Sharifabad Mil Stn Under Age ( I ) Cif ( K ) Repair And Maint To Wall, Floor, Plaster Etc. And Other Connected B / R Works At Sharifabad Mil Stn Under Age ( I ), SHALATENG-Jammu And Kashmir

Military Engineer Services-MES has published Repair And Maint To Wall, Floor, Plaster Etc. And Other Connected B / R Works At Sharifabad Mil Stn Under Age ( I ) Cif ( K ) Repair And Maint To Wall, Floor, Plaster Etc. And Other Connected B / R Works At Sharifabad Mil Stn Under Age ( I ). Submission Date for this Tender is 19-10-2021. Civil Work Tenders in SHALATENG Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

29290383
Corrigendum : Repair And Maint To Wall, Floor, Plaster Etc. And Other Connected B / R Works At Sharifabad Mil Stn Under Age ( I ) Cif ( K ) Repair And Maint To Wall, Floor, Plaster Etc. And Other Connected B / R Works At Sharifabad Mil Stn Under Age ( I )
Open Tender
Indian
Jammu And Kashmir
SHALATENG
19-10-2021

Tender Details

Repair And Maint To Wall, Floor, Plaster Etc. And Other Connected B / R Works At Sharifabad Mil Stn Under Age ( I ) Cif ( K ) Repair And Maint To Wall, Floor, Plaster Etc. And Other Connected B / R Works At Sharifabad Mil Stn Under Age ( I ) Cif ( K )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Oct-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 19-10-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 16000.0 /-
Tender Value
INR 8 Lakhs /-

BOQ Items

Name of Work: REPAIR AND MAINT TO WALL, FLOOR, PLASTER ETC.AND OTHER CONNECTED B/R WORKS AT SHARIFABAD MIL STN UNDER AGE (I) CIF (K).
Sl. No. Item Description
1Demolition of cement concrete un reinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge.
2Plain cement concrete, 1:4:8, type D-2 using 40mm graded crushed stone aggregate, 75mm thick,as insub-base of floor/path etc. finishing surfaceseven and fair,complete all as specified and as directed by the Engineer-in-Charge.
3Plain cement concrete, 1:2:4, type B-0 using 12.5mm graded crushed stone aggregate, 25mm thick, surface finished fair to receive top layer of flooring, complete all as specified and as directed by the Engineer-in-Charge.
4Chequered cement concrete tiles of size 20 cm x 20 cm x 25 mm (2.5Cm) thickset, jointedand pointed in neat cement slurryin floors, with grey cement and pigment, laid over and including15mm thick screed bed orbedding layer in cement mortar1:4, complete all as specified and directed by Engineer-in-Charge.
5Machine pressed precast conctete interlocking paver block coloured of selected quality, any shape and sizewith grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade over and including 25mm thick sand layer , complete all as specified and directed by the Engineer-in-Charge.
6Demolition of stone slabs and tiles, laid bedded and pointed in any mortor of any description or thickness in floors, aprons etc. complete all as specifiedas directed by the Engineer-in-Charge.
7Machine cut kota stone slab20 to 25 mmthick, as in flooring, stair case landing, treads of steps etc. over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishingcomplete, laid over and including15 mm thick screed bed or bedding layerin cement mortor 1:6,complete all as specified and directed by Engineer-in-Charge.
8Machine cut kota stone slab20 to 25 mmthick, as in vertical surfaces such as risers, skirting and dado etc over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishingcomplete, fixed over and including 10mm thick rendering (bedding layer) on brick/concrete surface in cement mortor 1:4,complete all as specified and directed by Engineer-in-Charge.
920 mm thick, Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms/vertical wall clading etc and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 10mm thick rendering (bedding layer/backing coat) on brick/concrete surface in cement mortor 1:4etc., complete all as specified and directed by Engineer-in-Charge.
10Taking down plastering in cementlimeor cement mortoron brick or stone work etc. includingracking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed by the Engineer-in-Charge.
11Rendering 15mm thick on other than fair faces of brick work orconcrete surfacesin cement mortar 1:6, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge.
12Preparation of new plastered / unplastered surfaces of walls and applyingtwo coats ofdistemper oil emulsion over and including 3mm thick wall care putty on walls, complete all as specified and as directed by the Engineer-in-Charge.
13Rendering 15mm thick on other than fair faces of brick work orconcrete surfacesin cement mortar 1:4, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge.
14Preparation of newly plastered surfaces of walls and applyingtwo coats of cement base paint over a coat of primer, complete all as specifiedand as directed by the Engineer-in-Charge.
15Dismantling of water tanks of capacity exceeding 500 litres but not exceeding 1000 litres, complete all as specified and directed by the Engineer-in-Charge.
16Rotational moulded polyethylene water storage tanks of capacity 1000 litres three layered (Cylindrical vertical with closed top) hoisted and fixed in position including wash out with plug/over flow pipe and anti mosquito rose coupling at one end all as specified in SSR Part-I, including 20mm dia ball brass valves, high pressure, with polythene float and flynut, complete all as specified and directed by the Engineer-in-Charge.
17Rotational moulded polyethylene water storage tanks of capacity 500litres three layered (Cylindrical vertical with closed top) hoisted and fixed in position including wash out with plug/over flow pipe and anti mosquito rose coupling at one end all as specified in SSR Part-I, including 20mm dia ball brass valves, high pressure, with polythene float and flynut, complete all as specified and directed by the Engineer-in-Charge.
18Note:-An amount of Rs. 1,800.00 on account of credit schdule for Sch "A" Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.
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