Construction of ZNAL shade in front of Durga Mandir at Bhetaguri Bazar with C.C. Road under Bhetaguri-I G.P. within Dinhata-I P.S. in the District of Cooch Behar. SL2

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) 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 a) Depth of excavation not exceeding to 1500mm

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

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Cement concrete with 30 mm down graded shingles excluding shuttering

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. b) River Bazree

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

M.S. structural works with hollow sections ( square or rectangularshape) conforming to IS: 806-1957 & IS:1161-1958) connected toone another with bracket, gusset, cleat as per design, drawing &direction of Engineer-in-Charge complete including cutting torequisite shape & size, fabrication including metal arc weldingconforming to IS: 816- 1957, haulage,hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all toolsand plants and labour reqired for execution and all incidentalchages (such as electricity, labour insurance) etc. complete.Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code infinished work. Payment for gusset, bracket, cleat may be made byadding the actual weight of such items with weight of finishedstructural members. The rates are considered for a hight of erection8 m. / 2nd floor level from the ground. Add 1.5 % extra over therate for each additional floor or 4m. beyond the initial 8 m. or part thereof. For other Structural works like galleries etc.

M.S. structural works with hollow sections ( square or rectangularshape) conforming to IS: 806-1957 & IS:1161-1958) connected toone another with bracket, gusset, cleat as per design, drawing &direction of Engineer-in-Charge complete including cutting torequisite shape & size, fabrication including metal arc weldingconforming to IS: 816- 1957, haulage,hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all toolsand plants and labour reqired for execution and all incidentalchages (such as electricity, labour insurance) etc. complete.Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code infinished work. Payment for gusset, bracket, cleat may be made byadding the actual weight of such items with weight of finishedstructural members. The rates are considered for a hight of erection8 m. / 2nd floor level from the ground. Add 1.5 % extra over therate for each additional floor or 4m. beyond the initial 8 m. or part thereof. Roof

Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be madeon area of finished work With 0.5 mm thick sheet

Providing & fixing Concrete Sign Board as per IRCspecification of size 900 x 750 x 37 mm. thick madewith RCC 1:1½:3 with pakur variety stone chipsreinforced with double layer IRC febric (75 x 75 mm.mesh) and fixed with necessary nuts & bolts on twoRC precast posts 100 mm. x 150 mm. of height 2.65m. of which top 750 mm. is of section 100 x 13 mm.and 1.90 metre above GL & 0.75 metre below GLincluding digging hole, repacking the same withcement concrete 1:3:6 with jhama khoa or with localstone chips etc. complete including painting twocoats on both faces lettering sign marks etc. as perdirection of the Engineer-in-Charge. (The rate isinclusive of cost of reinforcement, concrete,shuttering, nuts & bolts, washer etc. complete.)