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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-Finance BUHROO TRADING COMPANY 2ND FLOOR AUQAF MARKET BARAMULLA BARAMULLA JAMMU KASHMIR 193101 | BARAMULLA | JAMMU AND KASHMIR | 193101 | L1 | Accepted-Finance LOWEST RATE AS PER BOQ | |
| 2 | L2₹5.0 L+₹372.94 (0.07%)Rejected-Finance | L2 | Rejected-Finance HIGHER RATE AS PER BOQ | |
| 3 | L3₹5.9 L+₹91,337.67 (18.3%)Rejected-Finance | L3 | Rejected-Finance HIGHEST RATE AS PER BOQ | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹25,000
Closing Date
29 Feb 2020, 9:30 amClosed
SO1 ADG HQ 19 INF DIV
SO1 ADG HQ 19 INF DIV HQ 19 INF DIV PIN 908419 C/O 56 APO
CONSTRUCTION OF 06 X TOILETS AT PANCHAYAT GHAR, NAUGAM UNDER BADP FOR THE FY 2018-19
2020_ARMY_324346_1
31336/BADP/ADG
Limited
Miscellaneous Works
Lump-sum
180 days
SO SADHBHAVANA HQ 17 INF BDE
SCANNED COPY OF EMD, APPX B OF NIT AND DOCUMENTS AS PER RFP
2 documents required · 2 mandatory
₹0
₹25,000
29 Feb 2020
12 Feb 2020
29 Feb 2020
12 Feb 2020
29 Feb 2020
13 Feb 2020
13 Feb 2020 - 28 Feb 2020
Surface excavation n.exc 30cm deep and averaging 25cm deep and getting out any type of soil
Excavation in trenches n.exc 1.50m wide and n.exc 1.50m in depth and getting out any type of soil
PCC type S2 1:4:8 (40mm graded aggr) in foundations, filling and mass Conc
Brick work with sub class ‘B’ bricks straight or curved on plan exc 6m mean radius built in CM 1:6
M&L hard-core of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15cm thick watered and rammed to a true surface in broken stone or boulders
M&L for PCC 1:2:4 type B1 using 20mm graded aggregate as in floor
M&L for 15mm thick in CM 1:4 rendering on brick or concrete surface finished even and smooth (without using extra cement)
M&L for Rendering 15mm thick in CM 1:6 on fair faces of brick work or on concrete surface finish even and smooth (without using extra cement) with IWPC measured and paid separately)
S&F non skid coloured ceramic tiles 7 to 8mm thick (square or rectangular ) area of each tile exceeding 0.06sqm but not exceeding 0.11 sqm, in floors etc. and cement screed in CM 1:6,20mm thick and jointed in neat cement slurry and pointed
S&F glazed ceramic coloured tiles of size 300x200x7mm thick for vertical surface as in dado/skirtings set and jointed neat cement slurry and pointed in white or coloured cement to match and over rendering in CM 1:4:10mm rhick all as specified and fir.
Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of MS tubes for top and bottom rails. MS frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with sovent cement for stiles and plain colour PVC sheets for top rail, lock rail and bottom rail on either side & as gap insert for top rail and bottom rail Panelling of plan colour PVC sheet to fitted in the MS frame welded /sealed to the stiles & rails with suitable PVC sheet. Beading and joined together with solvent cement S & F in the frame at site as per specification and drawing.
S&F PVC door frame of standard size and section all as per manufacture’s instruction complete fixed to brick wall
Supply and fix vitreous china squatting pan (Orissa Pattern) size 580x440mm white with integral foot rest(excl flushing cistern) including flushing pipe etc complete
S &F of PVC valveless, symphonic action type, flushing cistern 10ltr capacity low level white with inlet ball valve float and handle incl brackets incl necessary fitting
S &F 110mm PVC (SWR) pipe single socketed in any length with rubber joints laid in trenches or in floors
S &F 100mm PVC (SWR) bends
S &S 75mm PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors
S & F 75mm PVC (SWR) vent cowl
S & F 110 x 75mm PVC (SWR) Reducer
S &F 110mm PVC (SWR) junction single (Single T) equal or unequal with access door
75mm thick cement concrete 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in plinth protection finished aned smooth using extra cement all as specified
Three coats of white wash on newly plastered surface on wall including preparation
S &F rotational moulded polyethylene water storage tanks (cylin –drical vertical with closed top) hoisted and fixed in position all as specified in SSR part I of capacity 500ltr
S & F GI pipes medium grade 15mm dia with all fitting and fixed to alls and ceiling or laid in floors
-ditto but 20mm dia complete all as specified
S & F 15mm size PVC connections with PTMT nuts of length 450mm
S &F bib tab 15mm bore cast copper alloy with cruth or butter fly handle screwed down screwed for iron pipe
S & F Stop valve 15mm bore cast copper alloy screwed down high pressure fixed to iron pipe or for unions
S & F Metal 20mm bore dia of pipe globe or gate valve with iron wheel head screwed both ends iron
S & F Steel ventilator with top hung shutter including hinges steel peg stay complete
M & L MS TMT bars 6 to 8mm dia cut to length, bend to shape required and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and a directed
S &F pre-painted galvalume aluminium zinc coating GI based corrugated sheet 0.45mm to 0.50mm thick of any colour having tensile strength 550 mpa as in roof covering cladding to wall, fixed with self tapping screws all as specified and directed
M &L preparation of new steel surface of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed
S & F mild steel works in tubular trusses and tubular posts, Angle iron, flat or any other sections, cut to shape bent to required size including welding, nut and bolt with special shaped washers etc, complete confirming to IS 1161-1979 graded St 240 with one shop coat of zinc chromate primer paint
Excavating in trenches nexc 1.5m wide and 1.5m deep and getting out in soft/loose soil as in foundations
Returning filling in, including spreading levelling watering and well ramming in layers n.exc 25c in hard dense soil
Removing excavated materials n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point in soils
M & L For salt glazed stone ware drain pipes laid in trenches and jointed as specified of dia 150mm internal bore
M & L for PCC 1”4”8 type D2 as concrete bed to drain pipes including packing under and completely
Septic Tank 10 User
Water Tank Staging
Labour Charges for the complete work
M/s FAROOQ AHMAD NAJAR
S K L ENTERPRISES
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