Estimate for providing and laying cement concrete interlocking paving blocks with road gullies in Kandi Canal Colony Hoshiarpur.

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 and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Dismantling brick work tile, masonry or tile lining ((b)) In cement

Dismantling concrete ((c) ) Cement concrete plain 1:3:6 mix

Dismantling brick or flagged stone flooring without concrete base.

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS Code 15658(2006)

Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Site clearance ((b)) Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kinds of soil.

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

Providing, Laying , fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.

(xxiv) 200mm o/d PVC pipe of 4 Kgf. / sqcm

(xxv) 250mm o/d PVC pipe of 4 Kgf. / sqcm

Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete. ((d)) C.I Single air valve screwed (Size 50mm)

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge.(A) Single Road Gully chamber (b) Size 610mm x 457mm x 1105mm

GI PIPE POLES & BRACKETS: (34.29 A) GI PIPE POLES: Supply and erection of G.I. pipe ‘A’ quality of suitable length and dia. confirming to IS:1239 (Part-I) 1979, including fixing up to a given depth below G/L, the hole of excavation about 30cm dia. and given depth to be filled in up to 15cm below G/L with 1:2:4 cement concrete including painting of pole with two coats of approved aluminium paint as required:- ((ii)) G.I. Pipe Pole 6.1 metre Long, Dia. 80mm, Planting Depth 120cm with Pit Depth 135cm.

SINGLE ARM BRACKETS FOR GI PIPE POLE: ((ii)) Supply and erection of G.I. Pipe (A-Class) Single arm bracket of suitable length to give a total overhang at a tentative angle of 100/105°, the bracket should be fixed on the existing surface/ wall with 2nos. MS flat clamp 25mm x 5mm, 30cm long and 4nos. fastner 10mm x 75mm long with two coats of an approved aluminium paint complete in all respect as approved by the Engineer-in-charge at site:- ((a)) Single Arm Bracket 1 metre Long G.I. Pipe 40mm Dia.

Compaction ( (ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Water Bound Macadam Grading II: Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

Providing & fixing 200 mm Dia. Equal Tee (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

Providing & fixing 250 mm Dia. Equal Tee (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

Providing & fixing 200 mm Dia. Short OR long Bend (90 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

Providing & fixing 250 mm Dia. Short OR long Bend (90 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

Providing & fixing 200 mm Dia. Socket (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

Providing & fixing 250 mm Dia. Socket (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

Providing & fixing 200x50 mm Dia. MS Service saddle (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

Any Other Item (CSR )