Construction of PCC Road from Masjid to Menekha House via Rabiyul Sheikh House at Pirtala Tola, Vill Hiranandanpur, Panchayat Hiranandanpur, Block Pakur, District Pakur

Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained ( 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m all complete as per sepecification and direction of E/I . SOR WRD part-B pageno.-119(6.1.8)

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, outlets, intake wells etc, as per designed section in ordinary of soft rock(where blasting is not needed) (vide classification of soil itam-C) with disposal of soil ( beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. (5.1.15.2) Part B, WRD, page no.100.

By Mix in Place Method (Grading - 1 material) , Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering,- all work upto plinth level. 1:1.5:3, 20 mm nominal size

Providing and laying in position cement concrete of specified grade 1:2:4 (1cement :2coarse sand (Zone-iii):4grade stone aggregate 20mm nominal size ) part -B , BCD -5.3.1.2 .

Providing ramdom rubble stone masonary in c.m. (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints, to 20mm,depth, curing taxes and royality all complete as per bulding specification and direction of E/I (5.2.28) PART A PAGE 204 .

Providing random rubble stone masonary in c.m. (1:4) in superstructure and with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening of materials,Scaffolding, racking out joints, to 20mm,depth, curing texas and royality all complete as per bulding specification and direction of E/I (5.2.31) PART A PAGE 204 .

Sepration Membrane of impermeable plastic sheet 125 micron thick.

Providing and laying cement concrete in retaining walls,return walls ,walls (any thickness) including attached pilasters, columns,piers, abutments, pillars ,posts,struts,buttresses,string or lacing courses , parapets, cooping, bed blocks,anchor blocks ,plain window sills, illets , sunken floor etc .up to flor five level ,excluding the cost of centering ,shuttering and finishing :-1:2:4 (1 cement: 2 coarse sand (zone-iii) : 4 graded stone aggregate 20mm nominal size . part -B , BCD -(5.3.2.2 .

Providing centering and shuttering including strutting propping etc .removal of form for foundation work as per specification and direction of E/I ( 5.3.17.1) .

Providing centering and shuttering including strutting propping etc .removal of form for Superstructure work as per specification and direction of E/I ( 5.3.17.5) .

Providing 25 mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening ,curing,with all leads and lifts of water scaffolding taxes and royalty all . complete job as per building specification and direction of E/I ( 5.7.12) PART A PAGE 200

Providing 1.5 mm thick cement punning including curing carriage of water with leads and lift as per bulding specification and direction of E/I ,(5:7:11) PART A Page-200

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Earth work in filling in foundation treanches or banks filling of masonry structures with suitable earth in layers not exceeding 150 mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation treanch and kept at a lead of 30m and initial lift of 1.5 m complete as per specification and direction of E/I (6.1.16) part -B WRD PAGE 120

Providing weep holes in structures- all complete as per specification and direction of E/I (6.7.6)

Carriage of materials by mechanical transport including loading, unloading and stacking etc. to work site. (a) Cement & Steel-

(b) Sand -

(c) stone chips-

(d) stone dust-

(e) Metals-

(d) Boulder-

Labour Cess @ 1%