PROVN OF SEWAGE AND DRAINAGE SYSTEM IN OFFR MD ACCN (P-1 TO P-10) NALWA ROAD AND CERTAIN OTHER SANCTIONED WORK UNDER GE (EAST) JALANDHAR CANTT

Amount

Surface excavation n. exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil including removing bushes/small trees etc and removing the excavated material to a distance 1.50 km to but n. exc 5.00 km a level n. exc 1.5m above the starting point and depositing where directed, complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, sewage line & drain etc . n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil, complete all as specified and directed.

All as per srl item No. 2.00 above but depth exc 1.5m but n.exc 3m

All as per srl item No. 2.00 above but depth exc 3m but n.exc 4.5m

Excavation in post holes (or similar holes) each n. exc. 0.5 cum in soft/ loose soil, getting out, returning, filling in, watering and ramming earth or broken rubble mixed with earth around in layers n. exc. 25cm and removing surplus soil to a distance n. exc. 50m and making good the surfaces complete all as specified and directed.

Material and labour for brick work with sub class 'B' bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar (1:4) including corbelling and arches where show on drgs, raking out joint internally and flush pointing externally as the work proceeds, complete all as specified and directed.

Material and labour brick work with sub class 'B' bricks, old size, straight or curved on plan to any radius in half brick thick walls, built in cement mortar (1:4) complete all as specified and directed.

Material and labour RCC M-25 (Design mix) using 20mm graded stone aggregate as in foundation, including rafts, footings, foundation beams, plinth beams and mass concrete etc complete all as specified and directed.

Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified & directed.

Material and labour for precast RCC (1:2:4) type B-1 using 20mm graded stone aggregate and set in cement mortar (1:4) as in landing, manholes cover slabs, chajjas, shelves and similar articles with plain fair faces, including champers, weatherings, throating etc complete all as specified and directed.

Material and labour for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands plinth courses, roof kerbs or mud stops, benching, coping, bed plates, parapets, water through and the like etc including weathering, slightly rounded or chamfered angles throating, edges of interlocking/ chequered tiles etc complete including necessary form work complete all as specified and directed

Material and labour PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) as in surface channels and drains complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified.

Add or deduct for each 25mm girth or part thereof over or under 30cm on Srl Item No. 13.00 here-in-before complete all as specified and directed

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter, for rough finished concrete surfaces complete all as specified and directed.

Material and labour for rendering 15mm thick cement mortar (1:4) on over brick/ concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

Material and labour for rendering 15mm thick cement plaster on brick or concrete surfaces in cement mortar (1:3) mixed with integral water proofing compound in the proportion recommended by manufacturer, surfaces finished fair and even complete all as specified and directed. Note : WPC shall be measured and paid separately.

Supply only integral water proofing compound all as specified and directed.

Material and labour for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed.

Supply and fixing rolled mild steel joist, channel, angle or tee sections fixed independently, without connecting plates, ( cut to ordinary lengths i.e. within 20 mm of the length ) etc confirming to Gde Fe-410-W (Gde -E-250) quality 'A' complete all as specified and directed (for making sliding gate).

Mild steel work conforming to E-165 Gde 290 as in steps, rungs, band, handles and similar small articles fixed independent made to shape and duly tarred and sanded complete all as specified and directed.

Material and labour for preparation of new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Demolition and breaking up drain pipes (AC or PVC) 150mm dia set in cement mortar complete all as specified and directed.

Material and labour for 150mm bore RCC pipe (ISI Marked), class NP3, laid and jointed in cement mortar with collars, laid in trenches at any depth and tested complete all as specified and directed. Note : Excavation earth work & concrete shall be paid separately

Material and labour for 250mm bore RCC pipe (ISI Marked), class NP3, laid and jointed in cement mortar with collars, laid in trenches at any depth and tested complete all as specified and directed. Note : Excavation earth work & concrete shall be paid separately

Material and labour for cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in concrete bed to 150mm bore drain pipes including surround and encasing to pipes as per Drg No CEJZ/STD-242/07 Sh No. 7/24 Fig No-14 after they are laid and tested complete all as specified and directed.

Material and labour for cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in concrete bed to 250mm bore drain pipes including surround and encasing to pipes as per Drg No CEJZ/STD-242/07 Sh No. 7/24 Fig No-14 after they are laid and tested complete all as specified and directed.

Material and labour for cutting into existing manholes for connecting new drains by cutting out existing benching for forming branch, channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-1 and making good pipe and reforming benching as required finishing even and smooth for any bore pipe complete all as specified and directed.

Returning filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25 cm thick complete all as specified and directed.

Removing excavated material (soils) to a distance exc 1.5 Km but n. exc. 5 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.

Supply and fixing 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floor complete all as specified and directed.

Material and labour for reinforced concrete pipes 300mm bore, class NP2, laid and jointed complete with collars and in cement mortar (1:1) and testing complete all as specified and directed.

Material and labour for cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in concrete bed to 300mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

Dismantling RCC jalli etc., any thickness jointed in any mortar, complete all as specified and directed

Material and labour for providing 35mm thick (measured solid) precast cement concrete louvres and jallies in PCC (1:2:4) type B-0 (using 12.5mm graded stone aggregates) including all mouldings but excluding frame set in cement mortar (1:4) complete all as specified and directed .

Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. and removing surplus spoil out of defence land where directed complete all as specified and directed

Material and labour for cutting openings, through brick walls built in cement or lime mortar for door, window and other openings or enlarging existing openings, converting window into door openings, etc. or cutting out defective brick work for under pinning, including providing, fixing and removing shoring, cleaning and stacking bricks, removing surplus serviceable bricks, hardcore etc to store and rubbish n.exc 50m complete all as specified and directed.

M&L anodized aluminum powder coating (minimum thickness of powder coating 50 micron) door shutter having 150mm x 44mm x 2.85mm thick bottom rail, 150 mm x 44mm x 3mm thick middle rail, 100mm x44mm x2.85 mm thick stile and top rail including necessary fitting joinery cleat, glazing packing snap beading 10 mm x 10 mm, anodized aluminum handle 200 mm long (02 Nos) , 3 Nos 100 mm size chromium plated butt hinges, 2 Nos 200mm size aluminum tower bolt and double action floor door spring hydraulically regulated etc including frame of section 100 mm x 44 mm x2.85 mm and door shutter, 5.00 mm thick tinted glass and pattern, 100mm Mortice latch with two levers brass body (Make: Harrison ) and fixing including taking down of existing chowkat with Shutter complete all as specified and directed.

M&L anodized aluminum powder coating (minimum thickness of powder coating 50 micron) window/ ventilator shutter side hung (glazed and gauged combination type as per Drg available in GE office seen in working hours) type having 75 mm x 44 mm x2.85 mm thick stiles, bottom rail and top rail including necessary fitting joinery cleat glaring packing snap beading 10 mm x 10 mm , 2 Nos of anodized aluminum handle 150 mm size, 2 Nos butt hinges 75mm size and 2 Nos 100mm long aluminum tower bolt etc including frame three track of section 100 mm x 44 mm x 3mm and including 5.50 mm thick tinted glass, stainless steel wire gauged and including aluminum deco grill 50mx50mm mesh size and fixing including taking down of existing chowkat with Shutter complete all as specified & directed. Make:- Aluminum section Hindalco/Jindal

Material and labour for Granite (of any type) work 16 to 20mm thick machine cut (table rubbed and polished) in steps jambs, pillars, window cills, cooking platforms, shelves in cupboard, hand wash places and like including necessary cutting and grooving to walls and making good including 15mm thick in cement mortar (1:6) screed bed or bedding layer and pointing with cement mortar (1:2) with admixture of pigment to match with shade of granite complete all as specified and directed.

Material and labour for 15mm thick rendering in cement mortar (1:6) on fair faces of brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

Material and labour for preparation of new plastered surfaces of wall and applying two coats of oil bound distemper over a coat of primer and one coat of birla white putty complete all as specified and directed.

Complete Removal of existing treatment and preparation of old plastered surfaces of walls and applying two coat of distemper oil emulsion over a coat of 1mm thick wall care putty, complete all as specified and directed.

Demolition of brick work as boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, complete all as specified and directed.

M&L for Brick work with sub class ‘B’ brick but except bricks, straight or curved as plan exc 6m mean radius built in cement mortar 1:4, complete all as specified and directed.

Cleaning the sludge/ spoil from the septic tanks/ cess pool/ manholes including loose dirty stones etc, and flushing after cleaning/clearing of sludge and removing the sludge outside Defance land in low lying area to a distance not less than 1500 mtr complete all as specified and directed.

Cleaning/clearing of sewer line of any dia underground of any depth by removing any type of blockage including desalting, descaling and de-chocking from drain manually using rodding by any means and flushing after cleaning/clearing of sewage line. The entire sludge water shall be disposed off out of in low lying area to a distance not less than 1500 mtr complete all as specified and directed Note :- The work will be executed in officer’s Md Accn at Nalawa Road, the work will be restricted from 1400 hrs to 1600hrs and connection to sewage pipe to old MH/Septic tank at own arrangement. The rate may please be coated accordingly.

Supply and fixing structural framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering doors etc to be prepared for hanging or sliding with end including either hooks and hinges or steel hanging door fittings and hanging also fastening and fixing confirming to Fe 410-W (Gde-E-250) quality A, complete including two coats of synthetic enamel paint over a coat red oxide primer all as directed

Supply and fixing Pre painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed.

Supply and fixing galvalume sheets having pitch 190mm, depth 29mm and thickness not less than 0.50mm (Galvalume base-PPGL trapezoidal profile sheets) fixed with aluminium self staging screws of size 50/75mm and aluminium washer of suitable size in roof covering all as specified and directed. Note : Over lap shall be as specified by manufacturer as in ridges.

Material and labour for cutting holes in brick walls built in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar (1:3) or cement concrete (1:2:4) type B-1 as required, depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall exc. 150Sqcm but n. exc. 400Sqcm complete all as specified and directed.

Supply and fixing 12mm thick perforated particle board/tiles for insulation and acoustic purpose, 60cm x 60cm size fixed with staples of anodized aluminium snap grid of size 605mm x 605mm framework for false ceiling including necessary GI wire hangers 3mm dia for securing frame work to ceiling, and also including necessary notching and prepared holes including two coat of oil emulsion distemper complete as specified and directed.

JAGDISH SINGH AND CO

Barmotra Infrastructures