village Sultanpur Block Malerkotla 2 Distirct Sangrur UNDER COMPONENT SBM INCENTIVE AND HEAD 4215

Amount

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, includings all lifts and combined lead up to 60m

For Anaerobic Pond-I x II = 881.32 Cum

For Faculative Pond = 1532.81 Cum

For Maturation Pond-I = 634.30 Cum

For Maturation Pond-II = 525.02 Cum

Total = 3573.45 Cum

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

For Anaerobic Pond-I x II = 978.31 Cum

For Faculative Pond = 952.45 Cum

For Maturation Pond-I = 271.78 Cum

For Maturation Pond-II = 1019.29 Cum

Total = 3221.83 Cum

Extra for rolling to specifications.

For Anaerobic Pond-I x II = 978.31 Cum

For Faculative Pond = 952.45 Cum

For Maturation Pond-I = 271.78 Cum

For Maturation Pond-II = 1019.29 Cum

Total = 3221.83 Cum

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

For Anaerobic Pond-I & II = 40 Mtr.

For Faculative Pond = 30 Mtr.

For Maturation Pond-I = 10 Mtr.

For Maturation Pond-II = 20 Mtr.

For Site development (Sub Head No.5) = 210 Mtr.

Total (200mm i/d pipe of NP2) = 310 Mtr.

Dressing side slopes and preparation of sub grade for lining.

For Anaerobic Pond-I x II = 1277.56 Sqm

For Faculative Pond = 1224.09 Sqm

For Maturation Pond-I = 673.41 Sqm

For Maturation Pond-II = 655.77 Sqm

Total = 3830.83 Sqm

Dressing bed and preparation of sub grade for lining.

For Anaerobic Pond-I x II = 348.76 Sqm

For Faculative Pond = 488.00 Sqm

For Maturation Pond-I = 209.25 Sqm

For Maturation Pond-II = 268.88 Sqm

Total = 1314.89 Sqm

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, over dressed 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.

For Anaerobic Pond-I x II 1277.56+132.50 =1410.06 Sqm

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

For Anaerobic Pond-I x II 3.09x2 =6.18 cum

Extra for machanical mixer as per I:S: 1791 where not included in the rates.

For Anaerobic Pond-I x II 3.09x2 =6.18 cum

Extra for machanical mixer as per I:S: 1791 where not included in the rates.

For Anaerobic Pond-I x II 3.09x2 =6.18 cum

Dewatering of sullage water of pond. (Sub Head No.4)

Jungle Clearnace/ Removal of weed

Making Dewatering arrangement by Generator set.

Extra for Slush.

Development of site (Sub Head No.5)

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.

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

Screening & Grit Chamber (Sub Head No.6 & 7)

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.

For Screening Chamber = 3.52 Cum

For Grit Chamber = 8.90 Cum

Total = 12.42 Cum

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

For Screening Chamber = 0.45 Cum

For Grit Chamber = 0.51 Cum

Total = 0.96 Cum

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

For Screening Chamber = 1.994 Cum

For Grit Chamber = 4.183 Cum

Total = 6.177 Cum

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

For Screening Chamber = 1.68 Cum

For Grit Chamber = 1.80 Cum

Total = 3.48 Cum

12.5 mm thick cement plaster 1:2 on wall.

For Screening Chamber = 8.80 Sqm

For Grit Chamber = 17.71 Sqm

Total = 26.51 Sqm

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