Provn of parking shed, shed for CGS, roof of or bathroom and toilet block under AGE B/R-I at Suratgarh Mil Stn

Amount

Excavation over areas not exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth, or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations of poles, struts, stays etc. or laying underground cable and water supply / sewage pipe line etc. in soft / loose soil & getting out including taking out old brick or precast cable cover complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.

Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.

Removal of excavated soil/ material to a distance exc 250 metre and not exc 500 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.

Spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by Engineer-in-Charge

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

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 and directed by Engineer-in-charge.

Supply only integral water proofing compound (ISI marked) complete all as specified and directed by Engineer-in-charge.

M&L for hard core of stone / boulders of gauge exceeding 63mm but n. exc 100mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge .

M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, coping, parapets and railing upto 60cm height, copings bed block,roof kerbs or mud stops, kerb stone, kneelers, apex stones, bed plates, surface channels and drains, benching, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.

M&L plain cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in copings, kneelers, brackets, benching for manholes etc including chamfers, weathering, slightly rounded or chemfered roof kerb at the junction and parapet or other vertical surface etc, including neccessary form work complete all as specified and directed by Engineer-in-Charge.

M&L for pre-cast RCC (1:2:4) type B-1 using 20mm graded stone aggregate as in landing, cover slab for manholes, septic tanks, soakage wells, chullah hood, chajjas, water troughs, mangers, shelves and similar articles with plain fair faces including chamferred, weatherings, throating etc including necessary form work complete all as specified and directed by Engineer-in-Charge Note: - Reinforcement shall be measured and paid for separately.

M&L for reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) nominal mix as in columns, pillars, piers, post and struts complete all as specified and directed. by Engineer-in -charge.

M&L for 35mm thick (measured solid) precast cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate) louvers and jallies, including all mouldings but excluding frame, set in CM (1:4) complete all as specified and directed by Engineer-in-Charge.

M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.

M&L for Brick work with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for 40mm thick damp proof course to horizontal or vertical surfaces in PCC (1:2:4) type B0 using water proofing compound including necessary form work complete all as specified & directed by Engineer-in-Charge. Note : - Supply only water proofing compound shall be measured and paid for separately

M&L for continuous brick edging (sub class ‘B’) with width equal to the length of brick laid dry on edge vertically including necessary earth work, embedding bricks at depth as indicated and temping around bricks and removal of surplus soil to a distance not exceeding 50 metre and depositing where directed complete all as specified and directed by Engineer-in-Charge. Note : Each row shall be measured and paid separately.

S&F galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.

S&F powder coated mild steel drapery rod of 20 mm inner dia (in lengths as directed) of approved colour with & including decorative finial at both ends and pair of powder coated mild steel brackets fixed at both ends with PVC rawl plug & steel screws on walls/beam, including PVC curtain rings of matching colour @ 10cm C/C all as specified & as directed.

S&F mild steel work as in hold fast, wind tie for roof covering including securing bolts necessary drilling bolts or reiveting conforrming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge

S&F mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.

All as per serial item No 24 here-in-before but 5mm dia and over up to and including 10mm dia as in stirrups, spacers & binder etc.

S&F mild steel round bars as in window guard bars incl necessary welding and a shop coat of zinc primer confirming to Fe-290 (Gde-E-165) complete all as specified and directed by Engineer-in-Charge.

S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment etc conforming to Fe-290 (Gde E- 165, complete all as specified & directed by Engineer-in-charge.

M&L for steel work as in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St.-240 including painted with one shop coat of zinc chromate primer paint including preparation of surface at contractor workshop before fabrication complete all as specified and directed by Engineer-in-charge.

S&F factory made steel ventilator with top hung shutter including hinges, steel peg stay, handle including one shop coat of Zinc Chromate primer and cutting holes in brick wall built in cement mortar for inserting lugs and making good dismantled portion in cement mortor (1:3) or cement concrete (1:2:4) type B-I complete all as specified and directed by Engineer-in-charge.

M & L for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.

M & L for Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.

S&F Anodised aluminium snap grid frame work of size 605mm x 605mm for false ceiling including necessary notching. The snap grid shall consist of anodized aluminium main & cross Tee of size 36.5mm x 25mm x 1.4mm weighing 0.24 Kg/RM and 23.5mm x 26.4mm x1.40mm weighing 0.191Kg/RM respectively. The main and cross tee shall be jointed at junction crossing with anodized aluminium angle bracket of size 15mm x 15mm x 1.5mm weighing 0.12Kg /RM fixed with suitable MS bolts, nuts and washer. The snap grid (main /cross tee section) shall be supported at ends all along the wall with anodized aluminium angle of size 35mm x 25mm x 2mm weighing 0.36 Kg/RM fixed to wall with suitable arrangement duly suspended with 3mm dia GI wire length as required @ 600mm C/C with adjustable device including plugging in brick / concrete work with steel raw plugs including making good all the disturebed portion complete all as specified and directed by Engineer-in-Charge.

M&L for 4mm thick E board classic, fibre base cement boards, embosed texture, fixed to aluminium snap grid (size of grid 605mm x 605mm) in ceiling complete all as specified and directed by Engineer-in-charge. Note :- The aluminium snap grid frame work shall be measured & paid for separately.

M&L for 50 mm thick PCC (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge. Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item

M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.

M&L for 100 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.

M&L for non skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for glazed ceramic tiles (coloured) 450mm x 350mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) including necesary cutting as per site requirment complete all as specified and directed by Engineer-in-charge.

S&F factory casted 80mm thick precast concrete interlocking paving blocks M-40 having compressive strength not less than 400 Kg / Sqcm using grey cement and no pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid dry over and including 25mm thick layer of local tibba sand cushining over complete all as specified and directed by Engineer-in-Charge.

M&L for 15mm thick rendering in cement mortar (1:4) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for 15mm thick rendering in cement mortar (1:6) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for rough cast finish plaster with a mixture consisting of crushed stone or fine gravel aggregate mixed with coarse sand and cement in the ratio of 1:1:1 over & including 12mm thick rendering in cement mortar 1:3 on fair faces of brick masonry or concrete surfaces of walls complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint and filling cement based putty in cracks complete all as specified and directed by Engineer-in-charge.

M&L for preparation of old decorated, plastered or pointed surfaces of ceiling by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc and applying one coat of white wash complete all as specified & directed by Engineer-in-Charge.

M&L for preparation of new plastered surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new steel surfaces of any description not otherwise described 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 by Engineer-in-charge.

S&F 4mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.

S&F 15mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge.

S&F 450mm long PVC connection suitable for 15 mm bore with PTMT nuts on both sides complete all as specified and directed by Engineer-in-charge.

S&F brass chromium plated tubular towel rail 20mm dia; 'D' type, 600mm long between flanges fixed to plug with chromium plated brass screws including wooden or plastic cleat complete all as specified and directed by Engineer-in-Charge.

S&F grating doom 100mm dia of PTMT with waste hole (minimum weight 25 grams) complete all as specified and directed by Engineer-in-Charge.

S&F rotational moulded polyethylene water storage tank ISI Marked (cylindrical vertical double layered with closed top) hoisted and fixed in position of capacity 500 litres including ball brass valve, high pressure with polythene float and flynut screwed for 20 mm dia GI pipe, 25mm bore GI washout pipe 15 cm long fitted with check nut, 20mm bore over flow pipe 1.50 metre long fitted with brass anti-mosquito nest coupling at the end of over flow pipe & 15mm bore GI air vent pipe 1.30 metre long fitted with tee at the end of air vent pipe (All GI pipes shall be medium grade) complete all as specified and directed by Engineer-in-Charge.

S&F 15 mm bore bib tap, cast copper alloy, chromium plated, long body, fancy type screwed down and screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-charge.

S&F fancy type pillar tap, cast copper alloy with capstan heads, chromium plated, screwed down high pressure, with or without lettered ‘Hot’ or ‘Cold’ with long screwed shankS&Fly nuts, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-charge.

S&F Ball brass valve, high pressure, with polythene float and flynut complete, screwed for iron pipe 20mm bore or brass ferrule and fixed complete all as specified and directed by Engineer-in-Charge.

S&F 15mm bore stop valve, cast copper alloy, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and directed by Engineer-in-charge.

S&F 15mm dia stop cock cast copper alloy, angular type with, chromium plated long shank and cup with crutch or butterfly handle screwed down high pressure, screwed both ends for iron pipe complete all as specified & directed by Engineer-in-charge.

S&F toilet paper holder chromium plated complete all as specified & directed by Engineer-in-Charge.

S&F chromium plated Soap dish holder including chromium plated brass screws and plastic cleats complete all as specified & directed by Engineer-in-Charge.

S&F vitreous china wash basin white, flat back of size 550x400mm including including a pair of cast iron brackets embedded in PCC 1:3:6 type C-1 blocks of size 10 x 7.5 x15 cm with & including 32 mm dia PVC waste pipe, 32mm dia PTMT waste coupling half or full thread (minimum wt 45 grms) flange end bedded in red lead cement & other end fixed to waste pipe and including brass chromium plated fancy type pillar tap, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-Charge.

S&F vitreous china wash down water closet pan (Pedestal pattern), white including connection to drain (or outgoing pipe) and to flushing pipe, anti-sypohonage pipe etc. & with plastic WC seat cover white closed pattern with flat bottom and cover and mild steel chromium plated or aluminized hinging device and jet spray complete all as specified & as directed by Engineer-in-charge.

S&F 10 litre capacity PVC valveless symphonic action type low level flushing cistern (ISI marked) including 32 mm dia PVC flush pipe connected to water closet with inlet, ball valve, float and handle complete all as specified and directed by Engineer-in-charge.

S&F plastic water closet seat, white, closet pattern with flat bottom and cover and mild steel chromoum plated or aluminised hinging device complete all as specified and directed by Engineer-in-Charge.

S&F vitreous china full stall type, flat back urinal white including providing & fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with & including 60 mm long brass screws, pointing around urinal back in cement, with & including PTMT grating and union for discharge pipe including waste pipe of polythelene of low or high density or PVC 32mm dia complete all as specified and directed by Engineer-in-charge.

S&F cabinet with mirror of size 432x311mm single door complete all as specified & directed by Engineer-in-Charge. Make : Commander Model Jasmine or equivalent in makes mentioned in Appendix 'A' here-in-after.

S&F jet spray chromium plated brass for ewc with & including PVC connection 600mm long suitable for 15mm bore GI pipe complete all as specified & directed by Engineer-in-Charge.

S&F 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement including jointing to waste pipe fixed in cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.

S&F 110mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement including jointing to waste pipe fixed in cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.

S&F 75mm bore PVC (SWR) pipes single socketed in any length jointed with adhesive fixed to walls fixed with and including requisite Number of clamps made out of flat iron 25x4mm complete all as specified and as directed by Engineer-in-charge.

S&F 110mm bore PVC (SWR) pipes single socketed in any length with solvent joints laid In trenches or in floors complete all as specified and directed by Engineer-in-charge.

S&F 75mm bore PVC (SWR) pipes single socketed in any length with solvent joints laid In trenches or in floors complete all as specified and directed by Engineer-in-charge.

S&F 75 mm bore PVC (SWR) bends any radius jointed with adhesive with oval access door complete all as specified and as directed by Engineer-in-charge.

S&F 75mm bore PVC (SWR) vent cowl complete all as specified and directed by Engineer-in-Charge

S&F 75mm bore PVC (SWR) junction,single (single T) equal or unequal complete all as specified and directed by Engineer-in-Charge"

M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in bedding to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe complete all as specified and directed by Engineer-in-charge.

M&L for 150mm bore salt glazed stone ware drain pipes of grade ‘A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified and directed by Engineer-in-charge.

Material & labour construction of Soak Well for 11 to 25 users as shown on drawing No.GE(A) /comp / 17 / 2016 complete all as specified and as directed by Engineer-in-charge. Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, brick work shall be in CM 1:4, over burnt brick bats shall be used for filling, PCC 1:4:8 type D2 using 40mm graded stone aggregate shall be provided in foundation, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided, PCC 1:3:6 type C2 using 40mm graded stone aggregate shall be provided in plinth protection, 1.50m long 150mm bore cast iron sand cast inlet pipe shall be provided and slab shall be Precast RCC (1:2:4). Other details shall be as shown on drawings & as specified in particular specifications.

SAHIL BUILDERS

BISHNOI BUILDERS

AK CONSTRUCTION

M/s JUGAL KISHORE MISHRA AND SONS

PAREEK AND COMPANY

DASHMESH ENTERPRISES