NPJ/SBD/03/2021-22

Amount

Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.

Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Rate per cum for grading-III Material

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.

Providing P.C.C. M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).

Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.(75MM THK)

Plain cement concrete(1:3:6) nominal mx in foundation with crushed stone agreegate 40mm nominal size, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced concrete in open foundation as per drawing and technical specification. - M20 (Using concrete mixer)

Supplyng. Fitting and placing uncoated HYSD bar reinforcement in super structure as per drawing and technical specifications.

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

Single arm 1m long

1) Solar module 12V , 75 watt 2) Battery 12 V , 40 AH 3) LED LUMINARY 9W Installation and transportation also.

Swaged tubular pole (410 sp-2) of height 7mtr….

10 SQMM 4 CORE PVC/XLPE indulated PVC sheathed

35 sqmm, 3.5 core

Supply of 80mm GI pipe (ISI-Medium), for road crossing.

Supply of 50mm GI pipe (ISI-Medium), for road crossing.

CEMENT(3 Km radius)

SAND(8 Km radius)

COURSE AGGREGATE(65 Km radius)

STEEL (3 Km radius)

Bricks(8 Km radius)

LABOUR CESS @ 1%

M/S PARAS NATH SINGH