Installation of 9 Nos. light on Road from B. Ed College More to B.Ed College at Nigamnagar village-II G.P. at Dinhata-I P.S. Cooch Behar District. SL2

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. ( a) Depth of excavation not exceeding 1,500 mm. 1 X 1.65m X1.65 m X1.65 m X 1.50 m dept = 4.08 m3

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (f) 25 mm to 30 mm shuttering without staging in foundation. PCC=1 x 1.65M x 4m X 0.075m =0.50 m2, RCC=1 X1m X 4m X 0.300 m =1.20 m2, Padestal = 1 X 0.9m X 4m X 1.100m =3.96 m2, Column= 1 X 0.5m X 4m X 1.100m =2.20 m2

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work(a) With earth obtained from excavation of) foundation. Quantity = 80 % of Excavated earth = 80 % X 4.08m3 =3.26 m3

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bedto proper level and filling joints with local sand. Main footing = 1 X 1.650 m X 1.650m =2.72 m2

(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety . In ground floor. (a) 1:3:6 proportion . Area same as SL no: 3 = 2.72 m2 , Thickness of concrete = 0.10 m, Volume = 2.72m X 0.100 m = 0.27 m3

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree. RCC=1 X1.50m X 1.50m X 0.300 m =0.68 m3, Padestal = 1 X 0.9m X 0.9m X 1.100m =0.89 m3, Column upto Plinth = 1 X 0.6m X 0.6m X 1.100m =0.40 m3 , total = 1.97 m3

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. 1.SAIL / TATA / RAIN 1.10 % OF CONCRETE VOLUMN

Holding down bolt with nut including 100 X 100 X 6mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. (ii) 25 mm dia @ 750mm long .

Earthing with 80 mm dia GI pipe (TATA-Medium)x 3.0 Mts. long and 1 No. 65 mm x 8 mm galvanized (Hot Dip) steel strip (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including finishing both ends by making holes etc. and S & F 80 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.75 Mts

supply and fixing information sign board 750 X 450 mm fabrication with MS sheet 165 WG AND ISA 25 x25x4 MM INCLUDING PAINTING AND LETTERING WITH APPROVED PAINT AS PER INSTRUCTION of authoritve.

Stand Along Solar Street Lighting System (18 W LED Light) (A) 6 Meter G.I POLE. (B) 1 X 100 Wp Si PV Module. (C) 1 X 42 Ah 12.8 V LITHIUM FERRO PHOSPHATE (LiFePO4) Battery. (D) 1 X 18 W LED LIGHT. .( Make: PHILIPS / HAVELLS)

Carrying from work shop to site