Const of cc road with guard wall from Nagardip Mandal house towards Mina Mandal house, Majia sarani at Bangitola GP, Mouza - Jot-Ananta, J.L. No.- 97 under Kaliachak II Block, Malda. (Activity Code-127279414) Sl.no-32

Earth work in excavation ol foundation trenches etc. In all sons ol soll (Including mixed soi but excluding Laterite or sandstone) includin g removing. spreading or stacking the spoils within a lead of 75 m as d'rec1ed. The Item Includes neco,;sa,y trimming thodes of trenches. leveling, dressing and ramming the bottom properly including bamng /pumping out water from the bed. as required & directed by tho Englneor-ln-ctiarge, complete. With depth ol excaval on not exceeding 1.50 m.

Single Brick Flat Soling of Picked jhama bricks Including ramming and dressing bed to proper level and Oiling joints wilh earth or loco! sand , a$ per direction of Engineer-in- Charge.

Cement Concrete with graded stone ballast (40 mm size) excluding shuttering etc. as per direction ol Engineer-incharge, complete.in 6:3:1 proporsion Pakur variety

Ordinary Cement concrete (mix 1:1.5:3) wilh graded stone chips (20 mm nominal size) excluding shutlenng and reinforoemont,if any, In ground nocr as per relevant IS codes

Earth woriK in In filling In foundation trenches or plinth wilh good eanh In layers not exceeding 150 mm including watering and ramming etc layer by layer complele a ) With earth obtained from excavation ol foundation

Ordinary Cement concrete (mix 1:2:4) wilh graded stone chips (20 mm nominal size) excluding shutlenng and reinforoemont, if any, In ground floor

Hire and Labour Charg es for shuttering with centenng and necessary staging up to 4 m using approved Stout props and thick hard wood planks of apl) (oved thickness with requ ired bracings for concrete slabs, beams, columns, lintels, curved or straight including fitting, fitting and striking out after completion of works , Using 25 mm to 30 mm thick wooden shuttering as par direction of EiC, complete

Plaster ( to wall, noor,celling etc. ) with sand cement mortir including Rounding off or chamfering corners as directed and racking out joints or roughening of conc,ete surface, including threading nosing and drip Courr.e where necessary

Neat Cement punning (about 1.50 mm thick) on v.all, dado

In Compound, lank. low land, dltches etc. with good oarth, in layers not exceeding 150 mm

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) Extra for carriage of all kinds of earth by Mechanical Transport:

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 M-20.

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

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