HIDCO/GM(E)IV/DV/NIT04/26-27

Providing and fixing at or near ground level precast cement concrete in kerbs (size:410mmx310mmxwidth150mm at bottom with circular nosing at top) (Nano kerb) of cement concre at M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in Charge including filling of joints with 10mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. a) 550mm x 300mm x 150mm

Providing and laying Pre-cast cement concrete road channel of size 200(L) x 250(W) x 100 of concrete M-25 Grade without reinforcement, setting in position at size after preparing the bed and slope by 50 mm. stone dust as per specification &direction of EIC including filling of joints with 10 mm. thick cement mortar (1:4) and curing the mortar joints for at least 3 days including cost &carriage of all materials complete.

Constructing Inspection pit to a depth of 1.5metre (inside), 250mm thick 1st class brick work (1:4) in all sides over a layer of jham a brick soling and 150mm thick cement concrete with stone chips (1:3:6) including necessary earthwork, fitting and fixing approved type S.W. master trap, constructing masonry invert with cement concrete (1:1.5:3) with stone chips, plastering inside and outside (out side upto300 mm below G.L.) with 20mm thick cement plastering (1:4) and neat cement punning, including supplying, fitting and fixing one 560mm. dia R.C.C. manhole cover of approved make with R.C.C. slab of 100mm thick with cement concrete (1:1.5:3) with stone chips including necessary reinforcement (upto 1%) and shuttering and necessary corbelling brick work (1:4) so that the R.C.C. cover slab rests150mm above adjucent G.L.,cement plaster (1:4) 10mm thick on all external surfaces of the top slab as directed complete inall respect and removal of surplus earthwithall costs of labour and materials (excluding the cost of master trap only). (i)900mmX750mm(inside) chamber including fitting and fixing S.W.master trap of 150 mm dia. of approved make

Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for non pressure underground Drainage, Sewerage & Cross drainage application 500 MM DIA PIPE

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor s per relevant IS codes

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

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) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a)25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. b) Granular Courses

Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) A.Mechanical Means. a) Compacted Thickness 250mm

Add CGST @9% of total amount to Rs.22,13,970.73