NMB/NCAP/2025-26/02

RED (Full Circle) Model- TRF/300R/24

AMBER (Full Circle)Model- TRF/300Y/24

GREEN (Arrow)Model- TRF/300G/24

GREEN (Pedestrian Walk)Model - TRF/300PED-G/24

RED (Pedestrian Stand) Model - TRF/300PED-R/24

MS CLAMPS FOR MOUNTING 1 HEAD SIGNALS (Powder Coated)

JUNCTION BOX (MS) WITH CLAMP (Powder Coated)

COUNT DOWN TIMER 2 & 1/2 DIGIT

TRAFFIC SIGNAL CONTROLLER (MS, POWDER COATED WITH MOUNTING ARRANGMENT) 24V

CHEMICAL EARTHING FOR POLES & CONTROLLER

SIGNAL HEAD INTERNAL WIRING

READING METER

TRAFFIC SIGNAL POLE SIZE 6M HEIGHT DIA 100 MM WITH NECESSARY HOLES, BASE PLATE AND DUTY PAINTED ONE COAT OF RED OXIDE AND TWO COATS

ELECTRICAL WORK (INSTALLATION AND COMMISSIONING WORK)

TRANSPORTATION COST (MAHARSTRA TO ASSAM)

ELECTRICAL WORKS ITEM-1.(2.12.1)MCB/ISOLATOR 240V : Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

ITEM-2.(5.2)EARTIHNG:Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required.

ITEM-3.(1.17.11)INTERNAL WIRING 2.5mm DIA:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required.

ITEM-4.(2.10.1)FUSE 16A:Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

ITEM-5.(7.1.1)Cable Laying – copper cables through poles/ducts/trenches:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required

ITEM-6.(8.1.1)Cables and glands tags ferrules Havells High Tension cable (3 Core, Aluminum Conductor, XLPE Insulation:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

SITE PREPERATION WORK Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :. All kinds of soil

Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

FOUNDATION WORK (2.6.1) 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-incharge.

(6.12.1) Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand)

(4.1.2) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

(5.1.2) 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

(5.2.2) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

(5.22.4) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.4 Hot rolled deformed bars

(5.9) FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for (5.9.2) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

(13.44.1) Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)

(13.45) Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm

TRENCHING WORKS: Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : :. All kinds of soil..Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.