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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹6.5 L+₹46,125.56 (7.69%)Accepted-Finance | L2 | Accepted-Finance Accepted | |
| 3 | L3₹10.3 L+₹4.3 L (71.0%)Accepted-Finance | L3 | Accepted-Finance Accepted |
Tender Value
₹6.0 L
EMD Value
₹11,998
Closing Date
28 Sept 2024, 6:00 pmClosed
CO 5 SIKH
CO 5 SIKH PN-912205 C/O 99 APO
CONSTRUCTION OF MULTIPURPOSE HALL AT NEW CANNAN VILL UKHRUL DIST MANIPUR
2024_ARMY_673041_1
A/SAD/IGAR(S)/9Sect/05/24-25
Limited
Civil Works
Works
120 days
NEW CANNAN VILLAGE UKHRUL DIST MANIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
CO 5 SIKH
₹11,998
Leimakhong Mil Stn
24 Oct 2024
9 Sept 2024
30 Sept 2024
9 Sept 2024
28 Sept 2024
23 Sept 2024
16 Sept 2024
Amount
CONSRUCTION ITEMS
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge : All kinds of soil. L=9.83m, B=5.93m
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil as directed, within a lead of 50 m. All kinds of soil. Col Fdn Wall Fdn Long wall, L1 Short wall, L2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level : 1:4:8 (1 Cement : 4 Coarse sand (zone – III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) P.C.C Col Footing P.C.C Wall Fdn Long wall, L1 Short wall, L2
Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1 : 6 (1 Cement : 6 Coarse sand) Bk wall upto P.L Long wall, L1 Short wall, L2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement – All work up to plinth level : 1:2:4 (1 Cement : 2 Coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C Col upto P.L Plinth Beam, PB Long wall, L1 Short wall, L2
FORM WORK : Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete R.C.C col upto P.L
FORM WORK : Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders Plinth beam Long wall, L1 Short wall, L2
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. RCC Col upto P.L Cutting length, L=0.75m No of Strirrups=6 Nos Cutting length Strirrups, L=0.99m Plinth Beam No of Strirrups=176 Nos Cutting length strirrups, L=0.85m
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Excavated earth of fdn Col Fdn Wall Fdn Long wall, L1 Short wall, L2 (-) P.C.C footing P.C.C Wall Fdn Long wall, L1 Short wall, L2 Bk wall upto P.L Long wall, L1 Short wall, L2 Deduct Bk fdn upto G.L (-) Long wall, L1 (-) Short wall, L2 R.C.C Col upto P.L Plinth Beam, PB Long wall, L1 Short wall, L2 Deduct col qty upto G.L Filling in Plinth for preparation of flooring Main Hall
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 Km also including ramming and watering of the earth inlayers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Main Hall Plinth
15 mmm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine sand) External wall upto plinth level Long wall, L1 Short wall, L2 Sides of Ramp (-) Ramp
Providing and laying 75 mm thick compacted bed of dry brick/ stone aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-Charge Preparing of Floor Main Hall
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Flooring Main Hall Ramp
Cement concrete flooring 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. Flooring Main Hall
Steel work in built in tubular (round, square or rectangular hollow tubes etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes. MS Post 88.90mm OD Trusses Tie and Rafter 42.40mm OD Tie Rafter, L=6.10m Strurt Post 26.90mm OD Strut 33.70mm OD L=1.40m L=1.34m L=1.29m Purlin 48.30mm OD MS Plate for Post 8mm MS Plate for jointing Post to trussed 6 mm Nuts & Bolts 16mm dia & 280mm length Nuts & Bolts 16mm dia & 50mm Length Side runner 42.40mm OD Short wall, L2
Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) 0.50 mm (+ 0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-Charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Roofing
Providing and fixing pressed steel door frames conforming to IS : 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25mm, or base ties of 1.60mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel rimer after pre-treatment of the surface as directed by Engineer-in-Charge : Profile B Fixing with adjustable lugs with split end tail to each jamb. 01 x Door frame, L=5.30m
Providing and fixing ISI marked flush door shutters conforming to IS-2202 (Part-I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 30 mm thick including ISI marked Stainless Steel butt hinges with all necessary fittings & screws.
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/top/centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, incl priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, i/c painting with synthetic enamel paint J(sectional weight of only steel members shall be measured for payment0. Fixing with 15 x 3mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Guard bars 12mm Sq bar @ 0.888 Kg per m No of bar, vertical = 9 Nos No of bar, Horizontal= 11 Nos Z section for shutter F7D @ 1.419 Kg per m Frame, L=4.40m Shutter, L=3.40m F4B @ 2.28Kg/m mitred middle Glazed shutter M.S T-Sec Joints mitred T6 @ 0.839 Kg/m
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes.
Wiring for light point/ fan point/exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable inn surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S./PVD box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc as required Group A. (Make : Havells/Crompton/ Polycab/Bajaj/V-Guard/ L&T/Legrand/Anchor or equivalent approved brand. Lights Pt=02, Fan Pt=01
Wiring for circuit/ submain wiring along with earth wire with the sizes of 2 x 1.5 sq.mm earth wire FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (Make: Havells/Cropmpton/Polycab/Bajaj/V-Guard/L&T/Legrand/ Anchor or equivalent approved brand.
Wiring for light/ power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduict along with 1 Nos 4 Sq.mm FR PVC insulated copper conductor single core cable for loop earthing as required. (Make : Havells/Crompton/Polycab/Bajaj/V-Guard /L&T/ Legrand/ Anchor or equivalent approved brand.
Supplying and fixing metal / PVC box of 150 mm x 75 mm x 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. (Make: Havells/ Crompton/ Polycab/ Bajaj/ V-Guard/ L&T/ Legrand/ Anchor or equivalent approved brand.
Supplying and fixing 15/ 16 amp switch piano type switch/ socket on theexisting switch box/ cover including coneections etc. as required. (Make: Havells/ Crompton/ Polycab/ Bajaj/ V-Guard/ L&T/ Legrand/ Anchor or equivalent approved brand.
Suplying and fixing 6 pin 15/16 amp socket outlet switch piano type switch/ socket on theexisting switch box/cover including connections etc. as required. (Make : Havells/ Crompton/ Polycab/ Bajaj/ V-Guard/ L&T/ Legrand/ Anchor or equivalent approved brand.
Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. (Make : Havells/ Crompton/ Polycab/ Bajaj/ V-Guard/ L&T/ Legrand/ Anchor or equivalent approved brand.
Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. As required. (LED tube fitting shall be supply by user free of cost)
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable etc. as required. (Ceiling fan shall be supply by User)
M/S P ENTERPRISES (BID ID -3117650)
M/S RANJAN ENTERPRISES (BID ID -3117786)
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