CA NO GE/AFJ-33/2023-24 CONSTRUCTION OF UNDERGROUND WATER TANK WITH ASSOCIATED ACCESSORIES AT PEER BHADRESHWAR UNDER GE (AF) JAMMU

Amount

SCHEDULE 'A' PART-I WATER TANK/SUMP WORK)

Excavating over areas, n exc 1.5m deep & getting out in hard and dense soil complete all as specified and directed by Engr-in-Charge

Excavating over areas, exc 1.5m but n exc 3.0m deep & getting out in hard and dense soil complete all as specified and directed by Engr-in-Charge

M&L for cement concrete 1:4:8 type D-2 (40 mm graded aggregate)as in mass concrete, foundation & filling complete all as specified and directed by Engr-in-Charge

M&L RCC M-30 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge

M&L RCC M-30 design mix using 20 mm graded aggregate in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed by Engr-in-Charge

M&L RCC M-30 design mix using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engr-in-Charge

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings & similar work; exc. 200m thick (Horizontal or sloping) Fair finished surfaces of concrete flat complete all as specified and directed by Engr-in-Charge

Formwork to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better Rough finished surfaces of concrete flat complete all as specified and directed by Engr-in-Charge

75mm thick PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in plinth protection/ path finished even and smooth with out using extra cement including forming and filling of joints 12mm wide with bituminous filler complete all as specified and directed by Engr-in-Charge

M&L Rendering 5mm thick on fair faces of concrete surfaces in CM (1:4) finished even & smooth (without using extra lime or cement) complete all as specified and directed by Engr-in-Charge

Supply only integral water proofing compound complete all as specified and directed by Engr-in-Charge

Applying three coats of white wash on new wall surface including preparation of surface complete all as specified and directed by Engr-in-Charge

M&L RCC type B1 (1:2:4) using 20 mm graded crushed stone aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge

M&L RCC type B1 (1:2:4) using 20 mm graded crushed stone aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-in-Charge

Formwork to sides of pillars, posts, struts, piers,columns, and stanchions Rough finished surfaces of concrete Square, rectangular or polygonal complete all as specified and directed by Engr-in-Charge

M&L for TMT bars 5mm and over and upto 10mm for stirrups cut to length bent to shape spirally for hooping,hooking ends and binding with mild steel wire (annealed) not less than 0.5 mm dia or securing clips etc complete all as specified and directed by Engr-in-Charge

Material and labour Brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius with old size bricks built in cement mortar 1:4 for manhole etc in same mortar as the work proceeds complete all as specified.

M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or over roof concrete surfaces mixed with integral water proofing compound finished even & smooth without using extra cement complete all as specified and directed by Engr-in-Charge

S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161-1979 grade St.-240 complete all as specified and directed by Engr-in-Charge

S&F Rolled mild steel Plates (plain or chequered) channels. Square cut or notched (ordinary & counter sunk) forming holes, without any attachment GDE Fe410-0 or Fe 310-O complete all as specified and directed by Engr-in-Charge

S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled & countersunk for balusters running bars, for doors,balusters,nosing to steps including embeding in concrete & screwing etc. wind ties for roof including securing bolts; posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., & similar work conforming to Fe 290-0 Gde E-165 complete all as specified and directed by Engr-in-Charge

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in soft/loose soil complete all as specified and directed by Engr-in-Charge

M&L PCC in foundations, filling and mass-concrete type B2 (1:2:4) using 40 mm graded stone aggregate complete all as specified and directed by Engr-in-Charge

S&F Rolled mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lenghts i.e. within 20mm of the length indicated) GDE Fe 410-0 W (Gde E-250) quality A

S&F Mild steel bolts, purpose made, with hexagonal / square head one end & screwed the other/ screwed both ends; each screwed end to be fitted with washers & one hexagonal or square nut, exc 30cm long dia of neck exc 20 but n exc 25 mm

S&F Pre- painted galvatume 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

S&F Plain, galvanised, mild steel sheeting of 1.00mm thick, in ridges, hips, valley gutters, drip & straight flashings (length & girth as fixed) with grade of zinc coating 275 complete all as specified and as directed.

M&L,preparation of newely steel surfaces exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

Applying one coat of synthetic enamel paint on steel & iron surfaces of any description, n exc 10cm width or girth when unconnected with other painting or when painted in different tint including preparation of old painted surface complete all as specified and as directed.

Applying three coats of white wash on new wall surface including preparation of surface complete all as specified and as directed.

SCHEDULE 'A' PART-II( PATH WORK)

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dence soil complete all as specified and directed by Engr-in-Charge

M & L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 50mm thickness M-35 Grade with grey cement and no pigment complete all as specified and directed by Engr-in-Charge

Sand filling under floors or in foundation including watering & consolidation complete all as specified and directed by Engr-in-Charge

M&L PCC type B1 (1:2:4) using 20 mm graded aggregate as in copings, bond stone, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed

SCHEDULE 'A' PART-III( WATER SUPPLY WORK)

Cutting of existing GI pipe line 50mm dia for inserting tee 50x50x25mm for branch connection complete all as directed

Supply & fixing gun metal globe or gate valve 50mm dia with iron wheel handle screwed at both ends ISI marked suitable for GI pipe complete all as specified.

Supplying, laying, jointing and testing GI Pipe 50 mm dia medium grade inclusive of all fittings such as bends, Tee and Socketed etc. all as specified and directed.

All as per item No. 03 above but GI pipe 40mm dia

All as per item No. 03 above but 20mm dia –do- (incl service connections to service tanks, water coolers, lawn)

Material & labour for construction of brick missionary valve pit of size 90cmx90cmx105cm (internal dimension) with frame of angle iron and MS sheet cover 3 mm thick and locking arrangements duly painted with two coats of synthetic enamel paint over a coat of red oxide primer including dismantling and removal of existing broken MS frame and cover etc. complete all as specified

Supply & fixing gun metal globe Valve 40mm dia with iron wheel handle screwed at both ends ISI marked suitable for GI pipe complete all as specified.

All as per item No. 7 above but 20mm bore

Supply,Install,testing and commissioning of Centrifugal pump set capable of delivery 300 Gpm ,415Volts,3Phase,50 C/S of capacity 5HP complete all as specified and directed by engr-in-charge.Make : Kirloskar/Crompton Greaves/Havells

Supply, Laying, connecting, testing XLPE cable underground PVC 25 sqmm 4 core insulated and over all sheathed with aluminium conductor heavy duty 1100 volts grade laid in trenches, floors, ducts passing through pipe for road crossing etc complete all as directed by Engr-in-Charge.(excavation, earth work, brick protection sand cushioning and GI pipe etc shall be measured & paid for separately)

M & L for earthing complete with galvanized steel earth plate electrode 60 x 60cm x 6 mm thick burried directly in ground vertically to a depth not less than 2.25 mtr deep below GL with top edge of the plate not less than 1.5 mtr below normal GL and connected to earth plate surrounded by 15 cm thick packed layers of charcoal dust and common salt and connected to earth lead galvanised iron strip 25×4mm by means of bolts, nuts, check nuts and washers of galvd iron or steel and thimbles and other end of the earth wire connected to DB and protected by galvd iron or steel pipe light grade 15 mm bore and water pipe 20mm bore GI light grade with funnel and wire mesh, including all necessary excavation and earth work PCC chamber in cement concrete 1:3:6 type C-2 and RCC cover and all as shown in electrical plate No 3 of MES schedule Pt I of 2009. Note : RCC pit cover shall be pre-cast of RCC (1:2:4) type B-I , 80mm thick reinforced with XPM weighting not less than 4 KG/sqmm in lieu of CI cover.

M&L for PCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in pole pole foundation, coping, stay pits etc including provision of necessary form work to aachieve fair finishes surfaces, complete alal as specified and directed.

Supply, install, test and commission out door type cubical feeder pillar box outer shell made out of 3.15 mm thick MS sheet inner shell made out of 2 mm thich MS sheet and MS angle section 50x50x6 mm on PCC 1:2:4 type B-1 platform 45cm above the ground level and 30 cm below the ground level, frame factory fabricated with front and back open able double door system complete suitable for 3 phase 4 wire 415 Volt, 50 Hz, Make of panel : a) TPN, Aluminium bus bar 200 Amps insulated with colour coded heat shrinkable sleeve. b) Incoming MCCB 4 pole 63 Amp 35 KA -01 No Make - Schneider/Legrand/Siemens/ABB c) Out going MCB TP 63 Amps 16 KA - 3 Nos and 6-32 Amp SP-02 d) Indicator lamps RYB –01 S et e) Voltmeter 0-500 volts 96 mm square flush pattern-01 No. Make -AE f) Amp meter 0-500 Amps 96mm square flush pattern - 01 No Make-AE Note :- (i) The quoted rate shall includes minor items such as lugs, nuts & bolts, washers, top insulators, sleeves, provision of extra holes in bus bar etc. (ii) All internal wiring shall be done with suitable size of PVC insulated solid copper conductor FRLS cable conforming to IS-694. (iii) Panel drawing shall be got approved before placing of order from Engr-in-Charge/GE. (iv) The bus connection for cable from main bus bar to outgoing MCCB will be connected through suitable rating bus bar strip type duly insulated. (vi) The Panel shall be surrounded with 9 inch brick wall upto 0.5 mtr height all around the panel and blank portion between panel and wall shall be filled with PCC 1:2:4 incl masonary work leaving ducts for cables complete all as directed. (vii) All MCCBs have Ics= 100% Icu. .

Supply & fixing GI tubing light grade 50 mm bore on poles, under floors, road crossing etc all as reqd at site and as directed by Eng-in-Charge

Supply and laying of DWC (Double Wall Corrugated) HDPE Pipe, ISI Marked IS 16205 Part-II, of outer dia of 63 mm and inner dia 50 mm with smooth internal and profiled external surface for non pressure under ground cable including all connected accessories like coupler, 'O' Ring etc, for protection of cable complete all as specified and as directed

SCHEDULE 'A' PART-IV COMMON NATURE ITEMS WORK WORK)

PCC 1:3:6 type C -2 using 40 mm graded aggregate as in sub base of path complete all as specified and directed by Engr-in-Charge

Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter Rough finished surfaces of concrete flat complete all as specified and directed by Engr-in-Charge

M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality complete all as specified and directed by Engr-in-Charge

Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified and directed by Engr-in-Charge

Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge

Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan & getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge

Removing excavated soil exc. 50m but n exc 100m & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge

SCHEDULE 'A' PART-V (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch 'A' Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder.

MS SHAM ARMYSTORE