PMN/NIT/65/25-26/PMZP/PM,SL-02

Figure

Dressing and Chilchelling Roaf flanks including cutting and filling with earth upto 150mm thickness finished with outward cross grade of 1 in 30 (Extra quantity of earth for filling shal be obtained from road side borrow pits.)

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil

(Lead upto 500 M.)

Water Bound Macadam Sub Base. Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :

Construction of un-reinforced, plain jointed, plain cement concrete pavement over a prepared sub-base with cement, course and fine aggregate conforming to IS : 383 with nominal mix of (1 : 1.5 : 3) concrete, maximum size of course aggregate not exceeding 25 mm., mixed in a place method using concrete mixer and laid in panel as per approved design not exceeding 2.5 m. x 2.5 m. panel size including form work, spreading, compacting and finishing in a continuous operation including provision of contraction, expansion, construction and longitudinal joint as applicable with bitumen joint filler, separation membrane and dowel bar as approved including curing and finishing to lines and grades complete in all respect as per approval of Engineer-in-Charge.

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

Protective work (Ballah Pilling )Supplying 150 mm dia EUC bullah 4.0 Mtr long & driving 2/3 of length @ 375 mm C/C , Supplying 150 Cm dia tie post 2.5 M long and driving 2.35 M @ 1.8 M C/C and suppling fitting Fixing 12.5 Cm dia tie bars @ 1.8 m C/C , 10 cm dia runners in 3 rows. Suppling gunny bags , filling the same with earth and placing inside the pilling.

Supplying best and approved quality moorum stack at site For Hard Shoulder

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and hick 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 (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.

Estimated Cost

TOTAL

Total

Sub-Assistant Engineer Purba Medinipur Zilla Parishad

Executive Engineer, ( P.& R.D. ) & District Engineer-in-Charge Purba Medinipur Zilla Parishad

Rate Analysis of Brick Aggregate And Sand

Cost of brick aggregate

Csost of medium sand

Labour and Other cost ( Item No: 4.09(i) Page :244

Add 1% Cess

TOTAL

Name of the work :

Figure

Pumping Out Water from ponds & tanks

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 complete. (a) Depth of excavation not exceeding 1,500 mm.

Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

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 hick 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

(b) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.

Ordinary Cement concrete (mix 1:2:4)with graded stone chipsballast (20 mm size excluding shuttering) In ground floor(A) [Pakur Variety]

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.(i) Pakur Variety

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.

Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement

Bituminous filler of approved type in expansion joints

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 chipsreinforced 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,

Total

Add: @18.00% GST

Total

Add: @1.00% Cess

Total

Rupees Ten Lakhs Thirty Eight Thousand Eight Hundred Eighty Three Only

Sub-Assistant Engineer Purba Medinipur Zilla Parishad

District Engineer Purba Medinipur Zilla Parishad

Percentage BoQ

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NUMBER #

Construction of Road Protection wall & upgradation of road from Rabi Guchhait Tube Well(Pukur Ghat) to Goutam Guchhait's house at Mouza- Aror, J.L. No.283, Plot no. 999 to 1001 under Kola-II G.P. within Kolaghat Panchayat Samity in the District of Purba Medinipur.