Remodeling of Pond with waste water stabilization pond WSP technique for Village Bahadurpur Block Nurmahal Distt. Jalandhar

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.

Earth work excavation in ordinary soil, exclusive of compensation of earth. Extra for laying earth/fly ash as per specifications for compaction in 20cm layers and dressing.

Extra for rolling to specifications.

Extra for Slush

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 (30+60+30+15+100 = 235)

Dressing side slopes and preparation of sub grade for lining. (741.27+396.49+577.69+493.63+462.76 = 2671.84)

Dressing bed and preparation of sub grade for lining. (136.75+283.50+104.25+54.50 = 579)

First class flat brick paving or flooring laid over and in cement mortar 1:5 in ordnairy bonded courses or in hearing bone or other special courses, to templates, over dressed foundations and correct lognitudinal 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 Conctete 1:2:4 with stone blast or Shingle.

Extra for using concrete mixer volumetric type where not included in the rate

Extra for using needle vibrator where not included in the rates .

1.2 Meter high G.I barbed wire fencing with 1.8 mtr angle iron posts 40x40x6mm placed very 3 meters centre to centre 0.6 meter below ground level every 15th post, and post, corner post, suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with G.I staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m , for each post complete as per technical clause 807 of MORT&H specification

Construction of masonry Pillars including cost of MS Steel Gate size 0.75m x 1.22m as per standard design complete in all respects.

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

Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering, inclduing the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc, and removal of surplus soil out side/inside the town involving level upto 15 meter complete in all respect.

Earth work upto 1.5m depth for

All classes of soil except rocky

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. (3.52 + 8.90 = 12.42)

Cement concrete 1:6:12 with 40mm gauge stone aggregate. (0.45 + 0.51 = 0.96)

First class Burnt brick work laid in cement sand mortar 1:5 in foundation and plinth (1.99 + 4.18 = 6.17)

Conglomerate floor 40mm thick cement concrete topping 1:2:4. (Using mechanical mixer for mixing of material) (1.68 + 1.80 = 3.48)

12.5 mm thick cement plaster 1:2 on wall (8.80 + 17.71 = 26.51)

Providing and Fixing MS frame with grill for screening 0.60X 0.60 M

Jungle Clearnace/ Removal of weed

Making Dewatering arrangement by pumping set with discharge capacity alteast 36 lps and generating set of capacity atleast 33 KVA ( Including Diesel Charges & Power complete in all respect

Provision for earth filling for construction of bandhs Excavatio

KAMAL BORING WORKS