Providing 800mm dia RCC Sewerage Pipe line 350mm i/d RCC Rising main with Hatch Box and Mainhole at Village Mehraj Block Phul District Bathinda Package II

Carriage of Material excluding initial lead of 5 KM Jalalabad Sand (average lead 110Km) upto 120 Km

Ghagar Sand & Bajri (average lead 320Km) upto 300 Km

301 upto 320 Km

Cement concrete 1:6:12 With stone aggregate 40mm gauge

Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe line with straight or open cutting in streets or open area including trimming and dressing sides leveling of beds of trenches to correct grade,cutting jointing holes,watching fencing etc. and removal of surplus soil out side/inside the town involving lead upto 15 mtr complete in all respect.

Providing string out, cutting, jointing and testing of ISI marked D.I pipe (S &S pipe as per) IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage. A) D.I pipe as per IS 8329 Di-K7 400mm i/d Pipe

Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. a) For depth not exceeding 3 m. B.G.L.

b) For depth exceeding 3.0 m but not exceeding 4.5 m B.G.L.

c) For depth exceeding 4.5 m but not exceeding 6.0 m B.G.L.

d) For depth exceeding 6.0 m but not exceeding 7.5 m B.G.L.

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. 800 mm i/d (NP-2)

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 800 mm Diametre 800mm i/d

Manhole Chamber (size 1.52 x 1.52mtr.) depth 5.10 mtr.

Manhole Chamber (size 1.52 x 0.90mtr.) depth 5.10 mtr.

Hatch Box (Size 1.22 x 1.22 mtr.) working depth 1.95 mtr.