NIT-55 of 19-20 PROVN OF COVERED SHED AND STATIC WATER TANK AND CERTAIN OTHER SANCTIONED WORKS AT BHALRA MIL STATION UNDER GE (I) 873 EWS

Amount

B/R Portion

Surface Excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed.

Rough Excavation not exceeding 1.5metre depth and getting out in any type of soil, complete all as specified and directed.

Excavating over areas, not exceeding 1.5metre deep and getting out in any type of soil, complete all as specified and directed.

Excavating in trenches, not exceeding 1.5metre wide and not exceeding 1.5metre depth for foundation, etc., and getting out in any type of soil, complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick any type of soil, complete all as specified and directed.

Removing excavated soils to a distance exceeding 50m but not exceeding 100m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

Plain Cement concrete type E-2, 1:5:10 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.

Plain Cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.

Walling of random rubble stone masonry, well bonded, bedded and solidly hearted built in cement mortar 1:6, brought up to courses, complete all as specified and directed. Note : Volume of PCC bond stone provided in lieu of Stone bond stone under Serial item No. 10 here-in-after shall be deducted from total cumulative quantity of stone masonry.

Precast cement concrete, 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in bond stone set in cement mortar 1:6 and finishing exposed surfaces including necessary form work, complete all as specified and as directed.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought up to courses with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm, complete all as specified and as directed.

Raised pointing to random rubble masonry, uncoursed or brought up to courses in cement mortar 1:4, complete all as specified and directed.

PVC (SWR) pipe 110mm bore single socketed in any length with rubber ring joints as in weep holes all as specified and as directed.

Hand packing of broken stone or boulders of gauge 80 to 150 mm at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and directed.

Plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in cills, lintels up to 1.5 metre clear span, steps, seismic and other similar band, plinth course, string courses, lacing courses, parapets and railing up to 60cm in height, copings, kneelers, apex stone, bed plates, kerbs etc and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form work complete, all as specified and as directed.

40mm thick Plain Cement concrete type B-0, 1:2:4 (using 12.50mm graded crushed stone aggregate) as in Damp Proof Course (DPC), complete all as specified and directed.

Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in in CM 1:6, complete all as specified and directed.

RCC M-25, design mix, using 20mm graded crushed stone aggregate as 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 as directed.

RCC M-25, design mix, using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and as directed.

RCC M-25 (design mix) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.

RCC M-25 (design mix) in as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified & directed.

RCC M-30, design mix as 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 as directed.

RCC M-30, design mix, Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed.

Formwork to sides of concrete foundation, footings, bases of columns, rafts and raft beams and similar work; vertical or to batter for rough finished surfaces of concrete, complete all as specified and as directed.

Formwork to sides of pillars, posts, struts, columns (square, circular rectangular on plan or polygonal etc. for rough finished surfaces of concrete, complete all as specified and as directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished surfaces of concrete, complete all as specified and as directed.

Formwork to sides and soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping), complete all as specified & directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, omplete all as specified and as directed.

TMT bars 10mm dia and over, cut to length bent to shape including binding with MS annealed wire of dia not less than 0.90 mm, complete, all as specified and as directed.

TMT bars 6 to 8mm dia, cut to length bent to shape including binding with MS annealed wire of dia not less than 0.90 mm, complete, all as specified and as directed.

TMT bars 6 to 8mm dia as in stirrups, cut to length bent to shape including binding with MS annealed wire of dia not less than 0.90 mm, complete all as specified and as directed.

Rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces using water proofing compound, finished even and smooth without using extra cement, complete all as specified.

Supply only Integral Water Proofing Compound, complete all as specified and as directed.

Solvent free epoxy resin coating of 100 micron thickness applied to concrete surfaces @ 6 Sqm/Kg complete all as specified and as directed. Make : Nitocote EP 405 of M/S Fosroc Chemical (India) Ltd or equivalent in Dr Fixit / Perma Construction Aids / Chemistek

Rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement, complete all as specified.

Rendering 15mm thick in cement mortar 1:6 on stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing, finished even and smooth without using extra cement, complete all as specified.

Demolition of cement concrete (unreinforced) of any description and in any position, complete all as specified and as directed.

Hard core of broken stone gauge exceeding 63mm and not exceeding 100mm deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surfaces, complete, all as specified and as directed.

100mm thick PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregate) as in sub base of flooring finished even and rough, to receive floor finishes, complete all as specified and as directed.

Precast cement concrete coloured glazed interlocking tiles 80mm thick, M-50 grade, conforming to IS-15658 2006, any shade, colour and pattern laid over and including 20 to 30mm thick stone dust / sand cushioning laid dry to the profile including vibrating with surface vibrator after laying of tiles including budding and filleting joints etc. complete all as specified and directed.

Providing, cement concrete 1:2:4 type B-1 (using 20mm graded aggregate) in edging or kerb stones complete all as specified and as directed.

75mm thick PCC type C-2, 1:3:6, nominal mix, using 40mm graded crushed stone aggregate as in plinth protection, sub base, path, hard standing etc, surface finished even and smooth without using extra cement, complete all as specified and as directed.

40mm thick, plain cement concrete 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in floor, path, hardstanding etc. etc., finishing surface even and smooth without using extra cement including use and waste of formwork to divide the area into panels, complete as specified and directed.

16mm to 18mm thick of size not less than 53 x 53cm, machine cut Kota stone slab flooring laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror finish polishing, over and including 15mm thick screed bed or bedding layer of cement mortar 1:4 all as specified and as directed.

16mm to 18mm thick, machine cut Kota stone as in riser or steps, skirting, dado and pillars laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and rounding off edges complete with mirror finish polishing, over and including 15mm thick backing coat of cement mortar 1:3 all as specified and as directed.

Steel ventilator with top hung shutter including hinges, steel peg stay, lugs as in hold fast with locking arrangements, complete all as specified and directed.

Mild steel framed works such as grills, framed guard bars, etc. and similar work conforming to Fe- 410- O or Fe- 310- O grade, including bending, cutting and welding as required, complete all as specified and as directed.

3mm thick sheet glass ordinary quality and glazing with oil putty / screws, in square not exceeding 0.5 Sqm in each pane complete all as specified and as directed.

Mild steel rolled work as in doors or gates of angle or other section with gusset plates, rails, braces, eaves board etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed.

1.6mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed.

Preparation of roof surfcaes by scrubbing down with steel brushes and cleaning with water all loose dirt/dust and roughening concrete roof surfaces and applying cement slurry with 3.0 Kg of cement per Sqm and applying the following Roof Treatment complete all as directed :- (a) Applying 1st course of 15mm thick screed bed with cement mortar 1:4 mixed with liquid water proofing compound over concrete surface. (b) Applying 2nd course of bituminous primer conforming to IS-3384 @ 0.4 Kg/Sqm over the screed bed. (c) Applying 3rd coarse of a coat of blown type bitumen of grade 85/25 heating to a working temperature of 180° C and applied @ 1.2 Kg/Sqm.

(d) Applying 4th course of APP (Atactic Polypropylene) modified polymeric membrane 3mm thick weight not less than 3.6 Kilogram/Square Metre with 160 Grams/Square Metre non woven polyester made at centre core reinforced laid with 75 mm side overlap and 100 mm overlap. The membrane has to be laid with LPG torch and overlap sealed and finished neat. (e) Applying 5th course of a coat of bonding material with blown type bitumen of grade 85/25 heating to a working temperature of 180° C and applied @ 1.2 Kg/Sqm. (f) Applying two coats of aluminium paint over APP membrane complete all as specified and as directed.

Cutting the existing distribution mains of 50mm dia and connecting to 15/20mm GI pipe in position after cutting of existing pipe line and dismantling the existing gate valve and fixing of GI Tee of suitable size including threading 15/20mm existing GI pipe fixing of GI union 15/20mm re-fixing the existing GI pipe without disturbing existing line including necessary earth work complete all as directed.

Steel water tubing medium grade galvanised with all fittings including short lengths, fixed to walls, concealed in wall and ceiling or laid in floor complete with all fittings (such as bends, elbows, Tee, short pieces, connectors, back nuts, diminishing pieces, caps and plugs, unions etc.) of nominal bore dia 20mm, complete all as specified and as directed.

Stop valve cast copper alloy, with crutch or butterfly handle, screwed down, high pressure screwed both ends for 20mm bore iron pipe or for unions, complete all as specified and directed.

Cement concrete type 1:3:6 type C-2 (40mm graded aggregate) in surface channel and drain complete all as specified and as directed.

Septic tank for 25 users, Brick construction with top of slab at ground level including necessary excavation and earth work in any type of soil and disposal of surplus soil to a distance not exceeding 50 metres, vent pipe, supplying and fixing RCC precast manhole cover having 6mm plate embedded all around / fibre reinforced cover with angle iron frame vent shaft and sludge chamber etc., all as specified and shown in Drawing No CEPZ/C-TD-013/13 Sheet 1/5 & 5/5

Soakage well 1.20m internal dia and 3.00m depth including excavation in any type of soil, PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in footing stone honey comb / solid masonry in cement 1:4 RCC (M-25 design mix) cover slab filled with brick bats including intercepting chamber screen chamber and disposal of soil complete all as specified and shown on CE Pathankot Zone TD Drawing No CEPZ/C-TD-013/13 Sheet 1/5 & 5/5 Note for Serial Item No 56 & 57 : 1. During excavation if unexpected water is encountered, the same shall be bailed out / de-watered by the contractor mechanically or manually without any extra cost. 2. The excavated surplus soil shall be removed to a distance exceeding 500mtr and not exceeding 1500mtr and deposited where directed.

Preparation new plastered surfaces of walls and applying two coats of cement base paint including one coat of cement primer complete all as specified and directed.

Preparation new plastered surfaces of wall and applying two coats of fire resistant paint over a coat of primer coat complete all as specified and as directed.

Preparation of new steel surfaces of any description, over 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.

E/M Portion

Point wiring with multi stranded copper conductor of size 1.5Sqmm PVC insulated unsheathed FRLS cable in and including PVC casing and capping and accessories of suitable size for concealed wiring including 1.50 Sqmm copper earth wire (green colour) FRLS Cable for one light point or fan point or bell point controlled by one No, one way switch using cable of different insulation colour for colour coding including 3mm thick laminated sheet cover, mild steel sheet or cast iron boxes including making good to disturbed surfaces of wall / floor, complete all as specified and as directed.

All as per the description of Serial Item No 61 here-in-before but for one 5 pin socket outlet 5 Amp independent, complete all as specified and as directed.

All as per the description of Serial Item No 61 here-in-before but for one 3 pin socket outlet 15 Amp independent board using cable of size 2.5 Sqmm conduit all as specified and directed.

Switch piano flush type, 5A, 230Volt, complete all as specified and as directed.

Switch socket outlet, 5 pin 5A, 230 volt, complete all as specified and as directed.

Switch socket outlet, multipurpose, 6 pin 5A/15A, 230 volt, complete all as specified and as directed.

Ceiling rose surface bakelite three terminals 240 volts complete all as specified and as directed.

Lamp holder PVC case body of Bakelite with back plate suitable for batten fittings complete all as specified and as directed.

LED Lamp 230 volt 10 watts complete all as specified and as directed.

Tube light fitting box type suitable for and including LED 20 tube Rod 4' long with decorative colour in polycarbonate housing and all accessories pre-wired and making connections with three core copper flexible cable of size 23/0.0076 from ceiling rose to PVC connector to light fitting complete all as specified and as directed. Make : Havells 'E-Lite LED Curve' Cat Part No LHEXBXPNIN1W020 or equivalent in Philips / Wipro / Crompton / Syska

Bulk head luminaries complete with all accessories suitable for and including 1 x 10 Watts LED lamp including connecting up with twin core twisted flexible copper conductor cable with suitable size of 230 Volts 50 Hz complete all as specified and as directed. Make : Havells Cat Part No LHEOAOP7UZ6W010 / Crompton Cat Part No LBHE-10-CDL

Sheet metal enclosure factory made single door for DB 240 volts with 200 Amps rated bus bar SPN 4 Way, complete all as specified and as directed.

Isolator SPN, 40 Amp, 240 volt, complete all as specified and as directed.

MCB SP, 6 to 32 Amp 10 KA, complete all as specified and as directed.

XLPE insulated armoured heavy duty electric cable with aluminium conductor 1100 volts grade cross sectional area 10 Sqmm 2 core, complete all as specified and directed.

Sand cushioning to under ground cable, laid in trenches 8cm thick below the cable and 15cm thick above the cable after laying and stretching the cable complete punned to 18cm, complete all as specified and directed. Note : Punned thickness of sand will be measured and paid.

Supply and laying brick covering with width equal to length of bricks as mechanical protection to underground cable using old size sub class 'B' bricks, laid flat size 230mm x 115mm x 75 mm, all as specified and as directed.

Galvanized iron water tubing, light grade, 40mm bore for protection of cable with all fittings fixed to walls and ceilings or laid in floors/road crossing, complete all as specified and directed.

Earthing complete with galvanized mild steel earth plate electrode size 600mm x 600mm x 6mm thick buried directly in ground (preferably in vertical position) earth pit not less than 2.25 meter below normal ground level with top edge of the earth plate not less 3 meter (BGL) connected to galvanized iron earth lead wire 4mm dia by means of bolts, nuts, check nut and washer of galvanized iron including PCC pit in RCC 1:2:4 type B-1, precast RCC cover with suitable handle, excavation and earth work in any type of soil, 20mm bore “medium grade” galvanized iron water tubing fixed with cast iron funnel and wire mesh and 15mm bore “light grade” galvanized iron protection pipe for earth lead wire up to 5m length, charcoal, common salt, complete all as shown in EP No 3 of SSR 2009 Part-I, connected to test point complete, all as specified and testing on completion.

M S BANSI LAL CONSTRUCTION CO

Girdhari lal parihar

VARDHMAN INTERNATIONAL

Bidder Name

VARDHMAN INTERNATIONAL

M S BANSI LAL CONSTRUCTION CO

VEER TRADERS

Girdhari lal parihar