Construction of Cement Concrete road from Mohar Girls School to shreeshree Radha Madan Mohan jiew at Vidyasundari under Mohar Gram Panchayat under SabangDevelipment Block PIN-721161

Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.

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). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40)

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-20 Grade: Using concrete mixer.

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 or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required.

Construction of Subgrade and Earthen Shoulders 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 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement).

Providing expansion joints in road with bitumen filler joint sealing compound 2.5 mm thick complete as per specification including cost & carriage of all materials.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per TechnicalSpecification Clause 1106 for Rural Roads of MORD. (F) 600 mm dia

i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1 (i) for Rural Roads of MORD

Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks anddepressions by ramming wherever necessary. Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835.

Excavation for Structures Earthwork in excavation for foundation of structuresupto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

C. U/C BULLAH (Length 20mt ) Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed .Diameter of pile to be measured at a distance of 1.5m from the thicker end a)3.6m long & 150 mm dia. for main post @ 750mm c/c

C. U/C BULLAH (Length 20mt ) Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed .Diameter of pile to be measured at a distance of 1.5m from the thicker end b)2.5 m long & 100 mm dia. for Tie post @ 2500 mm c/c

C. U/C BULLAH (Length 20mt ) Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed .Diameter of pile to be measured at a distance of 1.5m from the thicker end c)2.50 m long & 100 mm dia. for Tie bar @ 2500 mm c/c

C. U/C BULLAH (Length 20mt ) Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed .Diameter of pile to be measured at a distance of 1.5m from the thicker end d)3.60 m long & 100 mm dia. for Main post @ 750 mm c/c

C. U/C BULLAH (Length 20mt ) Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed .Diameter of pile to be measured at a distance of 1.5m from the thicker end e)60 m long half slice & 100 mm dia. for walling bar

Labour for Driving Eucallyptus Bullah Piles by monkey in all shorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shapping head before and after driving and including hire and labour for necessary driving applyances and all tackles. a)For 150 mm dia. Bullah main post @ 2.40 mtr. Driving length.

Labour for Driving Eucallyptus Bullah Piles by monkey in all shorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shapping head before and after driving and including hire and labour for necessary driving applyances and all tackles. b)For 100 mm dia. Bullah Tie post @ 1.67 mtr. Driving length.

Labour for Driving Eucallyptus Bullah Piles by monkey in all shorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shapping head before and after driving and including hire and labour for necessary driving applyances and all tackles. c)For 100 mm dia. Bullah main post @ 2.40mtr. Driving length.

Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts. 100 mm dia. Tie bar with 100mm Tie post. 100 mm dia. walling bar with 150 mm dia main post @ 2.25 m c/c.

Coal tarring on runner ,tie bar ,tie post, main post two coat 150mm dia. Bullah 100mm dia. Bullah

Supply of empty cement bags and filling empty cement bag with dry earth or sand , stitching the bag (cost of thread included) and carring and placing them in posotion and all incidental charges complete including cost of gunny bags.

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.)

Labour Cess 1%