SPECIAL REPAIR TO SEWAGE LINE AND DRAINAGE OF OFFRS QTRS AND OR MD ACCN AT ASSERAPPA ROAD, HOSHIYAR SINGH ENCLAVE AND SOMNATH ENCLAVE AT AMRITSAR CANTT

Amount

Excavation in trenches, n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc or for shafts, wells cesspits, manholes, pier holes etc n.exc 10 Sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil.

All as per item No 1 abov but depth exc1.5 m and not exc 3m all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil.

Removing excavated material (soil) exc 250 m but n.exc 500 m and depositing where directed.

Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil.

Removing excavated material exc 1.5 Km but n.exc 5 Km and depositing where directed.

Demolition and breaking up drain pipes 150 mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar including existing PCC

Demolition and breaking up drain pipes 200 mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar including existing PCC

S&F drain pipes of 150mm bore RCC NP3 laid in trenches and jonted and tested complete all as specified

S&F drain pipes of 200mm bore RCC NP3 laid in trenches and jonted and tested complete all as specified

M & L for cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) in foundations, filling and mass concrete.

M & L for concrete bed to drain pipes including packing under, and hunching against the sides of pipes 150mm bore in cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate ) after they are laid and tested of pipe complete all as specified

M & L for concrete bed to drain pipes including packing under, and hunching against the sides of pipes 200mm bore in cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate ) after they are laid and tested of pipe complete all as specified

M &L providing cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in surface of channel,drain,benching and PCC bend for top of manhole brick work etc with slightly chamfered or rounded angles including necessary form works , if any and finishing exposed suface even and smooth without using extra cement etc complete all as specified and as directed.

M &L providing cement concrete 1:2:4 type B-0 (using 12.5 mm graded crushed stone aggregate) in lintel upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, stringcourses lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates,kerbs including weathering slightly rounded or chemfered angles and throating as directed.

Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles

M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:4.

All as per ser item No 17 here-in-before, but except Brick. Note : Serviceable Brick obtained from Srl item No 16 shall be reused.

M&L for brickwork with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:4.

Material & Labour for 15 mm thick plaster in CM (1:4) finished even and smooth with out using extra cement using WPC (WPC shall be as per manufacture with measured and paid separately).

Supply only water proofing compound only of make Pidilite, Fosroce Sikar, STP

M&L providing precast cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in landings, cover slabs (for manholes etc) chullah hoods, chajjas, water troughs setting with cement mortar 1:4 and including form work complete all as specified and directed.

S&F mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (anealed) not less than 0.9 mm dia or securing with clips.

Cutting into existing man holes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ Section) in cement concrete 1:2:4 type B-I smooth finished and reforming benching as required internal dia of pipe 150mm.

All as per srl item No 24 herein before but for 200mm bore pipes

S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified & directed by Engineer-in-Charge.

M&L for brickwork with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:6.

M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as concrete bed, laid to falls in trenches in any depth including packing under, and haunching against the sides of SGSW pipes 150mm bore, after the pipes have been laid and tested including complete all as specified and directed

All as per Srl Item No 28 but for 200mm bore.

Supplying,laying in trenches, jointing and testing 150 mm bore salt glazed stoneware pipe grade 'A' drainpipe ISI marked all as specified & directed.(Excavation and earthwork shall be measured and paid for separately under appropriate items of Sch. 'A'.)

All as per Srl Item No 30 but 200mm bore.

Removing excavated soil to a distance not exc 50m away and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed.

M&L TMT bars 8mm to 10mm dia and over cut to length bent to shape required including crancking spirally for hooking ends and binding with and including MS wire annealed n.less than 0.9mm dia complete all as specified.

Dismantling of cast iron pipes and fittings of 75/100 mm bore fixed including any position, and taking out of trenches.

S&F MS Framed work such as rungs, handles of man hole covers steel framework for manhole covers etc., grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 made to shape and placing in position complete all as specified and directed as per Engr-In-charge.

Saini Constructions

Ghuman Builders