Assam Rifles Tender

Providing and laying CC pavement sub base of 100 mm thick (1:4:8) M-10 concrete

Providing and laying CC pavement sub base of 100 mm thick (1:3:6) M-15 concrete

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.

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) foundation for CHS post.

Providing & fixing High Security 3.06m (2.70m high CHS post above ground + 0.36m high Y arms on post) high 358 weld mesh fencing as per specified drawing complete as per direction of Engineer in Charge consisting of following items: Providing and Fixing Circular Hellow Section (CHS) post having external dia of 76.10 mm thickness 3.60 mm and having minimum weight 6.44 kg / meter with Hot dip galvanised coating of minimum 360GSM as per IS 2629/IS 4759/ASTM AI23/IS 4736 and thermoplast powder coating of minimum 200 microns of colour RAI. 6005, total length of post 3.40m provided at 2.5 m center to center using 10 mm dia and 300 mm long M.S anchor rod tied with the post at the bottem with wire including 700 mm embeded in cement concrete block of required size as per drawing (CC block concrete will be paid seperately)

Providing and Fixing Straining Y - arms, for supporting concertina coil, as per specified drawing, made up of MS angle 50 x50 x5 mm one arm length 510 mm, welding as mentioned in drawing with Hot dip galvanised coating of minimum 360 GSM as per IS 2629/IS, 4759/ASTM AI23/IS 4736 and thermoplast powder sleeve caps (Cap of 63 mm outer dia for straining Y arms being provided at every 30 meter of size shape and fixing arrangement of caps with two numbers S S mushroom head bolts with breakable head safety nuts (M 8 X 120) and 6 sets of eve bolts (M 8 X 100 mm) to be provided as per attached drawings) made of 3mm thick 63 mm OD 100mm long pipe welded to 76mm dia 4 mm thick plate and with Hot dia galvanised coating of minimum 360 GSM as per IS 2629/IS 4759/ASTM A123/IS 4736 and thermoplast powder coating of minimum 200 microns of colour RAL 6005.

Providing and Fixing intermediate Y-arms for supporting concertina coil as per specified drawing, made of MS angle 40x 40x4 mm, one arm length 510 mm, welding as mentioned in drawing, with Hot dip galanised coating of minimum 360 GSM as per IS 2629/IS, 4759/ASTM AI23/IS 4736 and thermoplast powder coating of minimum 200 microns of colur RAL 6005 fitted to CHS posts with proper sleeve caps (cap of 83 mm outer dia, 79 mm inner dia for intermediate Y arms being provided at every 2.5 meter of size, shape and fixing arrangement of caps with two numbers SS mushroom head bolts with breakable head safty nuts (M 8X120) to be provided as per attached drawing ) made of 2mm thick plate and with Hot dip galvanised coating of minimum 360 GSM as per IS 2629/IS, 4759/ASTM AI23/IS 4736 and thermoplast powder coating of minimum 200 microns of colour RAL 6005.

Providing and Fixing High security weld mesh panel, wire mesh panel of size 2667x950mm, weight 9.59 kg/sqm having mesh wire diamete 4.00 mm (+/-0.05mm). Mesh size 12.7 x 46.20 mm with zinc coating on wire @ 40-50 GSM & minimum 120 microns of powder coating (Dual coated) of colour RAI 6005. Produced by electrical resistance galvanised wires and subsequently powder coated that are reinforced by means V - shapes in horizontal direction of the panel of size, as shown in the drawing including overlapping of panel (.75 mm over lap in horizontal 7 OMI-GA clamps of size 180 mm 35 mm x 3 mm and profile plates of size of 180 mm x 50.20mm xx 2.75 mm using two numbers SS mushroom head bolts with berakable head safty nuts (M & X 50) and washers for fixing the mesh to the CHS post all complete as per attached drawing, as per manufacture specifications and as directed by Enginner in Charge (Cost of providing and fixing OMI GA clamp, profile plates, all nut/bolt/washer etc shall be paid seperatly). Note:- For measurement purpose, normal overlapping of weld mesh panel at CHS post is inclusive upto 167 mm on both sides, However extra area measurement over and above the elevational area shall be permitted for the overlapping beyond 167 mm and upto 334 mm, on both sides at the cross drainage locations. For overlapping more than 334 mm, contractor shall have to arrange customized size panel.

Providing and Fixing. OMEGA clamp of size 180mm x 35mm x 3mm and profile plates of size of 180mm x50.20mm x 2.75mm of shapes as per manufacture specifications and attached drawings made with M.S plate/flat and Hot dip galvanised coating of minimum 360 GSM as per IS 2629/IS 4759/ASTM A123/IS 4736 and thermoplast power coating of minimum head bolts with breakable head safty nuts (M 8x50) and washers for fixing the mesh to the CHS post all complete as per attached drawings, as per manufacture specifications and as directed by Enginner in Charge.

Providing and Fixing 6 Nos Razor wire of Tear Blade profile (3 Nos fixed to each arm of Straining & intermediate Y-arms using accessories as per manufactures specifications) having galvanised of length of 30 mm , thickness 0.45 mm, C/C distance of blades as 50 mm & core wire diameter 3.50 mm of SS 304 and having tension strength of 1400-1500 N per Sq. mm.

Providing & fixing punched tape concertina coil of dia 850mm with 56 loops, weight 20.08 kg/coil, strechable for 10 meter on top of Y-arm of the fence and with razor wire by Hog ring and atleast 5 steel clips per loop with Tear blade profile having Galanised blade of length of 30 mm, thickness 0.45 mm, C/ C distance of blades as 50 mm with core wire diameter 3.5 mm of SS 304 Fixed to existing post with the help of proper SS 304 fixing assessories and as directed by Enginner in Charge.

Providing and Fixing IP Binder 160 x 25x3 mm thick with M8x35 mm long Mushroom head bolt & security nut with washer of shapes as per manufacture specifications and attached drawing made with M.S plate/flat and Hot dip galvanised coating of minimum 360 GSM as per IS2629/IS 4759/ASTM A123 / IS 4736 and thermoplast powder coating of minimum 200 microns of colur RAL 6005 using two numbers SS mushroom head bolts with breakable head safty nuts (M 8x35) and washers with all necessary fittings for fixing the intermediate mesh panel in between CHS post all complete aas per attached drawings, as per manufacture specifications and as directed by Enginner in Charge.

Providing and fixing GI pipes from the outer edge of pavement upto edge of CHS post of India dise complete and 20 cm above the pavement @ 25 mtr c/c across the pavement of fencing for laying cable including plugging the edges as per approval and directions of Engineer-in-charge 80 mm normal inner dia pipes.

ROAD SIDE DRAIN

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.

Centering and shuttering including strutting, propping etc. and removal of form for drain work

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 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

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.

4.1 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)

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) : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

WBM PETROLLING TRACK

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m.

Earth work in excavation 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 1.5 m, as directed by Engineer-in-charge.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Supplying and stacking at site 63 mm to 45 mm size stone aggregate including laying, spreading and compacting stone aggregate of specified sizes to WBM specification in uniform thickness, hand picking, rolling. Applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (rate consist of Material + and making WBM with road roller)

Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate including laying, spreading and compacting stone aggregate of specified sizes to WBM specification in uniform thickness, hand picking, rolling. Applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (rate consist of Material + and making WBM with road roller)

Supplying and spreading good earth including watering, ramming, consolidating and dressing complete.

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.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete 900 mm dia RCC pipes.

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.

CAMERAS AND CONNECTED COMPONENTS

PTZ CAMERA 1- IR capability 320 mtrs. 2- White Light LED Illuminator – 60 mtrs. 3- SD Card Support Upto 2 TB. 4- In-built Rain sensing wiper. 5- In-built Heater and defog. 6- 4 PTZ Per KM due to mountain terrain OEM's 1-BOSCH (COO-Portugal) 2-AXIS (COO-Sweden) 3- AVIGILON SOLUTIONS BY MOTOROLA ( COO- USA)

STATIC BULLET CAMERA 1- 5 MP Bullet Camera 2- IR capability up to 120 mtrs proposed. 3- SD Card Support Upto 2 TB 4- Supports more than 10 Inbuilt Analytics 5- IP 67 & IK 10 OEM's 1-BOSCH (COO-Portugal) 2-AXIS (COO-Sweden) 3- AVIGILON SOLUTIONS BY MOTOROLA ( COO- USA)

NVR for 8 Camera in 1 KM 1- VMS, pre-configured IP storage solution. Video Management software (Server-client architecture) with Live viewing of multiple cameras, Local recording and snapshots, PTZ control and digital zoom, Playback and export from storage, Motion and forensic search, Multi-screen grid selection (1, 2X2, 3X3 and 4X4), Sequencing selection, Audio and volume control, Configuration manager shortcut, Log-off and help, Task panels for snapshots (BMP, JPG or PNG format), favorite view design. OEM's 1-BOSCH (COO-Portugal) 2-AXIS (COO-Sweden) 3- AVIGILON SOLUTIONS BY MOTOROLA ( COO- USA)

MONITOR 55'' OEM's 1. LG (COO-KOREA) 2. SAMSUNG (COO-KOREA) 3. PANASONIC (COO-JAPAN)

L2 Industrial Grade 1000, 8 Port Switch with 4 SFP Port OEM's 1.TEJAS NETWORKS (COO-INDIA) 2.PLANET (COO-TAIWAN) 3. DLINK (COO-TAIWAN)

OFC 12 Core ARMOURED (IN METERS) OEM's 1. UNIFLEX (COO-INDIA) 2.CIS (COO-INDIA) 3.DLINK (COO-INDIA)

LIU 16/24 PORT with Pigtail OEM's 1.DLINK (COO-INDIA) 2.CIS (COO-INDIA) 3. MOLEX (COO-INDIA)

Dual Fiber PATCH COARD OEM's 1.DLINK (COO-INDIA) 2.CIS (COO-INDIA) 3. MOLEX (COO-INDIA)

CAT 6 Patch Cord 10 M Dlink or equivalent brand. OEM's 1.DLINK (COO-INDIA) 2.CIS (COO-INDIA) 3. MOLEX (COO-INDIA)

3 Core 16 Sqmm Alumnium Armoured Power Cable, Installation over ground with fence (IN METERS) Heavy weight item, transportation cost will high. OEM's 1. RRKABEL (COO-INDIA) 2. KEI (COO-INDIA) 3. HAVELLS (COO-INDIA)

6 U Cabinet Junction Box for Camera (Outdoor type) OEM's 1.RONTEL (COO - INDIA) 2. LEGRAND (COO-FRNACE) 3. RITTAL (COO-INDIA)

LIGHTNING ARRESTER ALONGWITH CONNECTED ITEMS

Earthing with GI earth plate 600 x 600 x 6MM Thick incl accessories

Providing and fixing of lightining arrestor HT 11 KV, 10 KA station class

Erection of metallic pole on cement concrete 1:3:6 foundation incl excretion and refilling etc for 8 mtr upto 10 mtr length

FUEL CELL & SOLAR HYBRID POWER SOLUTION

Fule Cell EFOY 2800 including Adaptor

Solar Panel (1-1.5KW)

Customized Battery Bank

Cable & Accessories

Fuel for 1 Year (28 ltr Catridge)