Assam Rifles-AR has published Tender For Construction Of 04 X Pfts Shelters (15Mx8m) With Att Toilet Cum Bathroom. Submission Date for this Tender is 24-02-2024. Toilet Bathroom Tenders in Senapati Manipur. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SCHEDULE ‘A’ PART - I (Building Work) |
| 2 | Construction ofPFTS (15 x 8M) Mahila Barrack incl PPGI Sheet roofing (minimum 0.63mm thickness), 300 x 300 mm ceramic glazed floor tiling, 12.5mm thick tapered edge gypsum plain board ceiling and rest all as per specifications and Drg No. Engr/22 Sect/2022-23/63 sheet 1/2 and 2/2. Tech specification of one quantity PFTS is att with Tender document. |
| 3 | SCHEDULE ‘A’ PART - II (Internal Electrification) |
| 4 | S/F for point wiring for light point/fan point /exhoust fan point/call bell point with 1.5Sqmm FR PVC insulated copper conductor single core cable in surface /recessed PVC caping cashing with piano type switch phenolic laminated sheet siutable size MS box and earthing point with 1.5 Sqmm FR PVCinsulated copper conductor single core cable etc as reqd. |
| 5 | M/L for point wiring light/power plug with 2x4 Sqmm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 Nos 4 Sqmm FR PVC insulated loop earthing as required |
| 6 | Instasllation, testing and commisioning of prewired flourscent fitting/compact flouroscent fitting of all types, complete with all accessories and tube etc directly on ceiling/wall, including connection with 1.5Sqmm FR PVC insulated copper conductor, single core cable and earthing etc as required |
| 7 | Installation, testing and commissioning of ceiling fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sqmm FR PVC insulated copper conductor single core cable, including providing and fixing laminated sheet cover on the fan box and carriage of ceiling fan from store to site etc as reqd. |
| 8 | Supplying and fixing 3 pin 5/6 A socket oulet on the existing switch box/ cover including connections etc as reqd |
| 9 | Supplying and fixing 15/16 A switch on the existing switch box/ cover including connections etc as reqd |
| 10 | Supplying and fixing 6 pin 15/16 A socket oulet on the existing switch box/ cover including connections etc as reqd |
| 11 | S/F of 3 pin, 5 Amp ceiling rose on the existing junction box incl connection etc as reqd |
| 12 | S/F brass batten/angle holder incl connection etc as reqd |
| 13 | S/F SP MCB 5 to 32 Amp rating, 240/415 volts, 10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DP complete with connections, testing and commissioning etc as reqd. |
| 14 | S/F 63 Amps DP 240V, isolator in the existing MCB DB complete with connections, testing and commissioning etc as reqd. |
| 15 | S/F 2+8 way single door MCB Distribution boards 240V on surface/recess complete with tinned copper busbar neutral busbar, earth bar, din bar, hinged front acrylic cover for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted incl earthing but without MCB/RCCB/ Isolator. |
| 16 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 17 | Providing and fixing 50 mm dia x 3.2 metres GI pipe (including accessories) complete with 50 mm x 50 mm x 6mm angle iron bracket on wall and 75 mm x 90 mm shackle insulator with straps for house service connection incl painting the angle and flat iron with primer and finish paint etc. as required. |
| 18 | S/F 1100 volts grade twin core copper conductor 6 sqmm cable PVC insulated served with inner sheathing of PVC tape sheathed in service connections suspended by insulating hangers not more than 1 mtrs apart including 4mm suspension wire, one twin core cable flat or circular. |
| 19 | SCHEDULE ‘A’ PART - III (Water Supply and Sanitary Fittings) |
| 20 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. W.C. pan with ISI marked white solid plastic seat and lid |
| 21 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 22 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge |
| 23 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete |
| 24 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms |
| 25 | Providing and fixing toilet paper holder C.P. brass |
| 26 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms |
| 27 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 28 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore |
| 29 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 , 15 mm nominal bore |
| 30 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes using 110 mm diameter |
| 31 | Providing and fixing PVC TEE 110 mm dia. |
| 32 | Providing and fixing PVC bend 110mm dia. |
| 33 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes using 75 mm diameter |
| 34 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia nominal bore |
| 35 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 20 mm dia nominal bore |
| 36 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 37 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball 20 mm nominal bore, 120 mm long, weighing not less than 198 gms |
| 38 | Providing and fixing brass stop cock of approved quality15 mm nominal bore |
| 39 | Providing and fixing brass stop cock of approved quality20 mm nominal bore |
| 40 | SCHEDULE ‘A’ PART - IV (Constr of 50 Users Septic tank) |
| 41 | Construction of 01 Nos 50 users septic tank all as per specifications and Drg No. DGAR/ENGR/ ST/COB/09 |
| 42 | SCHEDULE ‘A’ PART - V (Constr of Soak Pit) |
| 43 | Construction of Soak Pit all as per specifications and Drg No. STD/ENGR/SP-MH/COB/09 |
| 44 | SCHEDULE ‘A’ PART - VI (Constr of Man Hole) |
| 45 | Construction of Man Hole all as per specifications and Drg No. STD/ENGR/SP-MH/COB/09 |
| 46 | SCHEDULE ‘A’ PART - VII (Constr ofWater Tank Staging) |
| 47 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 48 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 49 | Providing and fixing bolts including nuts and washers complete. |
| 50 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 51 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil |
| 52 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete using 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 53 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes using 110 mm diameter |
| 54 | SCHEDULE ‘A’ PART - VIII (Site Development and Retaining Wall) |
| 55 | Earth work inexcavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge All kinds of soil |
| 56 | 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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 57 | 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) : 8 graded stone aggregate 40 mm nominal size) |
| 58 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 59 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 60 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Raised and cut pointing |
| 61 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 62 | Providing and laying in position cement concrete of 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 63 | M/L for 75mm dia PVC pipe for weep hole |
| 64 | SCHEDULE ‘A’ PART - IX (Screen Wall) |
| 65 | 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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil. |
| 66 | Providing and laying in position cement concrete of grade 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level |
| 67 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 68 | Providing and fixing precoated galvanised 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 (5.5x 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. |
| 69 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade, two or more coats on new work. |
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