Rejuvination of Village Pond Anaitpura

Amount

Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

Extra for laying earth/fly ash as per specifications for compaction in 20cm layers and dressing.

Extra for rolling to specifications.

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. 200mm i/d pipe of NP2

Dressing side slopes and preparation of sub grade for lining.

Dressing bed and preparation of sub grade for lining.

First class flat brick paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, overdressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.

Cement concrete 1:2:4 with stone ballast or shingle.

Extra for mechanical mixer used by the contractor at his own cost.

Extra for using vibrator used by the contractor at his own cost.

Providing and installation of floating type surface aerators of 1.50 HP motor with electricity connection complete in all respects

Extra excavation of Soil From Storage Pond

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 60 m.

Carriage of earth for balance earth for earthen bandh. Upto 60 metre beyond 60 mtr ( Ist chain of 30 mtr + 2nd chain of 30 mtr)

Jungle Clearance/ Removal of weed

Provision for Barded Fence 1.2 mtr. High.

Construction of Masonry Pillars including cost of MS Steel Gate size 0.75m X 1.22m complete in all respects.

Excavation for pipe line. 230 x 1 x 0.5 m.

Provision of RCC pipeline for collecting water from 3 No's existing drains (200mm i/d pipes)

Construction of masonry chamber cover as per standard design & drawings of public health department with each of Size 0.9m x 0.9m.

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation.

Cement concrete 1:6:12 with 40mm gauge stone aggregate.

First class Burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.

Conglomerate floor 40mm thick cement concrete topping 1:2:4. (Using mechanical mixer for mixing of material)

12.5 mm thick cement plaster 1:2 on wall.

Providing and Fixing MS frame with grill for screening 0.60X 0.60 M. (For Screening Chamber)