Military Engineer Services Tender

Excavation over areas in soft/ loose soil, not exceeding 1.5m deep and getting out complete all as specified and directed

Excavation over areas in soft/ loose soil, exceeding 1.5m deep but not exceeding 3.0m deep and getting out complete all as specified and directed

Excavation in trenches in soft and loose soil, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, laying of cables etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out complete all as specified and directed

Material and labour for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed

Removing excavated material to a distnce not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed

Supply and fixing mild steel TMT bars of Fe-500D grade, 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 0.9mm dia or securing with clips complete all as specified and directed

Supply and fixing mild steel TMT bars Fe-500D grade, 5mm dia and over upto including 10mm dia as in stirrups, 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 0.9mm dia or securing with clips complete all as specified and directed.

Material and labour for 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 rough finished surfaces of finished concrete, complete all as specified and directed

Material and labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions, Square, rectangular or polygonal rough finished surfaces of concrete complete all as specified and directed

Material and labour for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc; vertical or to batter rough finished surfaces of concrete complete all as specified and directed

Material and labour for 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. as in rough finished surfaces of concrete all as specified and directed

Material and labour for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) as in rough finished surfaces of concrete all as specified and directed

Material and labour for RCC M-25 (Design Mix) for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete with, complete all as specified and directed

Material and labour for RCC M-25 (Design Mix) for beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

Material and labour for RCC M-25 (Design Mix) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed.

Material and labour for RCC M-25 (Design Mix) for columns, pillars, piers, posts and struts complete all as specified and directed

Material and labour for RCC M-25 (Design Mix) for 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.

Material and labour for brickwork 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.

Material and labour for 15mm thick rendering in cement mortar 1:4 (mixed with water proofing compound) on brick work or concrete surfaces finished even and smooth without using extra cement complete all specified and directed

Material and labour for 5mm thick cement plaster in cement mortar 1:3 as on ceiling, soffits of RCC shelves, surfaces finished even and smooth without using extra cement complete all as specified and as directed.

Material and labour for preparation of newly plastered surfaces of ceiling and applying two coats of distemper oil emulsion over a coat of primer complete all as specified

Material and labour for machine cut kota stone slab flooring 20-25mm thick laid over and including 15mm thick cement screed bedding layer in cement mortar 1:3, cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified

Supply only integral water proofing compound conforming to IS-2645 complete all as directed

Material and labour for framed work such as grills, gratings etc with ends of bars shouldered and/or riveted, framed guard bars, barred iron doors, ladders, framed balusters, walk ways railings, hook and similar work conforming to Fe-290, Gde-E-165, complete all as specified and directed

Material and labour for glazed ceramic coloured tiles (premium quality) on vertical surface such as skirting/ dado etc of size 450 x 300 x 7mm thick set and jointed in cement slurry and pointed in white or colour cement to match the tiles over and including 10mm thick plaster in CM 1:4 to receive the tiles complete all as specified and directed

Material and labour for 5mm thick rendering on wall in cement mortar (1:4) on brick work or concrete surfaces finished even and fair without using extra cement complete all specified and directed.

Material and labour for rendering 5 mm thick on wall in cement mortar 1:6 on fair faces of brick walls or on concrete surfaces, finished even and smooth, without using extra cement complete all as specified and as directed

Material and labour for 20mm thick Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified

Removing excavated material to a distance exceeding 250m but not exceeding 500m and depositing where as directed by Engineer-in-Charge.

Material and labour for 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 directed

Material and labour for preparation of old decorated/treated surface of walls including removing existing treatment by rubbing, scrapping, washing and applying two coats of oil emulsion over a coat of primer complete all as specified

Supply and fixing steel window 1.25mm thick box type (primer coated) ERW hollow P section of size 60mm x 25mm single rebated comprises glazed skeleton shutter ERW sec 50mm x 20mm and 1mm thick with two openable leaf consisting two Nos sash bars of T-section 20mm x 3mm complete welded to frame with one vertical mulion of ERW box type T-section of size 60mm x 25mm and 1.25mm thick including cutting holes and making good dismantled portion PCC (1:2:4) type B-1 four Nos for each window) including following fittings welded to frame shutter :- (a) Hold fast, 150mm long of 12mmx3mm made to shape-04 Nos per window. (b) Handle of z section 20mmx25mm, 100mm long - 01 No per leaf (c) MS tower bolt 150mm long-2 Nos per leaf (d) z section 20mmx25mm, 100mm long stopper - 01 No per leaf (e) MS pintal hinges of size 75mmx12mm- 2 Nos per leaf (f) Fabrication & fixing arrangement as per Drg No CEJZ/TD-06/07. Note : Glass pans and painting shall be measured & paid separately under respective item of schedule

All as per Srl item No. 2.34 here-in-before but window with glazing bars but without sash bars. Note : Wire gauge and painted shall be measured and paid separately under respective item of schedule

Material and labour for preparation of old plastered surfaces of wall and applying two coats of exterior emulsion paint complete all as specified and directed

Material and labour for preparing newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed

Material and labour for 75mm thick PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in plinth protection finished even & smooth without using extra cement complete all as specified and directed

Material and labour for 15mm thick rendering in cement mortar 1:3 (mixed with water proofing compound) on brick work or concrete surfaces on roof finished even and fair without using extra cement complete all specified and directed. Note: WPC shall be measured and paid separately

Material and labour for pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensil strength of 550 Mpa as in crumple joint, fixed with self-tapping screw complete all as specified and directed

Supply and fixing 50mm thick expansion joint filler (rubber) crumple board complete all as specified and directed

Material and labour for 75mm thick cement concrete 1:4:8 type D-2, as in flooring complete all as specified

Material and labour for preparation of newly plastered surface, making surface completely dry and applying a coat of bitumen primer @ 0.40 ltr/sqm and after drying of primer apply APP modified water proofing membrane with non-woven polyester reinforcement 3mm thick superior multi polymeric weighing not less than 3kg/ sqm with properties of high penetration and centre core consisting of 90 micron high molecular high density polyethylene (MHHDPE) film consisting of five layers with a coat of hot blown bitumen 85/25 @ 1.20 kg/ sqm under and over the APP membrane laid with torching application to the surface complete and sealing the side as well as end laps (overlaps should not be less than 10cm) complete all as specified and directed

Material and labour for hardcore of broken stone or boulders of gauge not exceeding 63mm deposited spread and levelled in layers not exceeding 15cm thick, watered and rolled/ rammed to a true surfaces complete all as specified and directed

Material and labour for applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/ litre and UV resistance as per IS 15489 : 2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed

Material and labour for brick tile terracing with 40mm thick brick tiles laid over and including 15mm thick screed in cement mortar (1:6) and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement complete all as specified and directed

Material and labour for PCC (1:2:4) type B-0 using 12.5mm graded stone aggregates as in roof kerbs/ cover fillet complete all as specified and directed

Supply and fixing mild steel work for hooks (Lifts), heavy, for clamps, hold fasts and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed

Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed

E/M WORKS

Design, Supply, installation, testing and commissioning of 20 passengers cum stretcher lift, Gearless, machine room less (MRL) to serve G+3 upper floors with AC variable voltage & variable frequency (VVVF) drive complete with all standard accessories, simplex full collective controlled operation, Telescopic side opening stainless steel doors with power drive, Automatic Rescue device system and 3 way intercom system & infrared curtain sensor, with all the items all as specified herein under:- (i) Type and capacity of Lift : Traction type, 20 Passengers Cum stretcher Lift (1360 kgs) (ii) Speed : 1.0 m/sec (iii) Type of Drive : AC variable voltage & variable frequency (iv) Machine room Less type (v) Travel - 12.0 Mtrs (Approx) or as per actual site measurement (vi) Serving : Ground floor to 3rd Floor ( Floor designations will be 0,1,2,3) (vii) No of stops : 4 (viii) Power supply: 415 Volts, 3 phase, AC, 50 Hz (ix) Shaft dimensions : 2400mm width and 3000mm depth (approx) (x) Min Car size (inside) : 1300mm wide x 2400 deep x 2200 mm high (xi) Door dimensions : 1200mm wide x 2000mm high (min.) (xii) Pit depth : 1600mm (approx) (xiii) Over Head height : 4500mm (approx) (xiv) Car enclosure : Single entrance Car Car panels : AISI 441 Stainless steel hairline finish panels (all sides) with stainless steel hairline finish hand rail on back/ rear wall Car ceiling : AISI 441 Stainless Steel hairline finish ceiling Car Flooring : Aluminium Chequered plate with min thickness 5mm Car Doors : Telescopic side opening auto power doors in AISI 441 stainless steel hairline finish. The direction of door opening should be as per space availability at site. Skirting material : Stainless steel hairline Car illumination : Round LED lights - 06 Nos

Car ventilation : Axial fan 02 Nos with auto cut-off (xv) No of entrance : Front opening in all landings  (xvi) Door safety : Full height infrared curtain sensor. (xvii) Landing Door/ Entrance: Telescopic side opening auto power doors in AISI 441 stainless steel hairline finish with 2 Hr fire rating for landing at all floors with self-cleaning slotted sill  (xviii) Control : Simplex Full collective  (xix) Indicators: Car & landings: Direction and position indicator. (xx) Car operating panel : Half Height Silver Brushed Stainless steel AISI 304 flush type with DOT Matrix display with surface mounted Braille buttons. (xxi) Landing operating panel: Silver Brushed Stainless steel AISI 304 Flush mounted Simplex with DOT Matrix display with surface mounted Braille buttons  (xxii) Any type of structural steel required in shaft, bearing plate, load beam, necessary buffer, hanging hook and support channel  (xxiii) Required trailing cable, Suspension Traction media etc. ADDL FEATURES : (a) Direction and position indicator in COP & LOP . (b) Battery operated Emergency Alarm & light and connected equipment for recharging (c) Three way intercom with hand free operation for car (d) Attendant key switch for COP (e) Fireman switch at main lobby (f) Adjustable guide shoes (g) Floor announcement system (h) Accurate levelling, automatic closed door (j) Load weighing device with overload warning (k) Automatic phase sequence corrector & single phasing protection, under voltage and over voltage protection (l) Manual rescue Operation

(m) Over speed governer (n) Automatic (Emergency) rescue device/automatic landing device with audio announcer to be operated with maintenance free batteries for safe landing as specified. (o) Other Equipments, accessories, safety devices required as per recommendation of OEM (p) Auto On/Off light/fan mode Notes: (i) The Lifts shall be installed by the original equipment manufacturer only. (ii) The Lifts shall be tested by IEM after installation in the attendance of manufacturer. (iii) The lift shall be tested by third party before IEM testing and the rate also deemed to be included in the quoted rate of lift.  (iv) The lift shall be installed in new lift shaft. The designing of the lift shall be as per new lift shaft.

(v) The scope of work also covers the civil work comprising cutting of holes/ opening and making good the surfaces, provn of counter weight, guide rails and bracket, terminals buffers supports and sill angle, plates and any other items required for successful completion of lift with respect to safety required by the OEM, will be carried out by the contractor without any extra cost.  (vi) The provision of suitable steel structure/ platform for installation of lifts equipment is part of lift items and nothing extra shall be paid.  (vii) If any clearance is required to seek from state Govt i.e. from lift inspector or electrical safety department or fire safety department, which will be contractor's responsibility & any expenditure on this account shall deemed to be included in the quoted unit rates.

Material and labour for earthing complete with galvanized steel earth plate electrode 600 x 600 x 6mm thick buried in ground vertical to a depth not less than 2.25 mtr deep below ground level with top edge of plate not less than 1.5 mtr below normal ground level connected to galvanized GI strip of size 32 X 6 mm and 40 mm dia 7.5 mtr long light grade GI protection pipe for earth strip and GI watering pipe 20 mm dia medium grade from the top edge of earth plate fixed with deep cut on one end of pipe and fix from earth plate up to one feet above ground level of other end and plugged watering pipe at top with MS cap and grouted in PCC 1:2:4 of size 30 X 30 X 30 CM etc and 15 CM alternate layer of charcoal and salt around all sides of earth plate all as shown in electric plate no 3 of SSR part I of 2009. Notes : (i) All joints either strip to strip or strip to earth plate are fixed with welded joints. (ii) The unit rate shall include for protection pipe, GI water pipe, wire mesh, funnel and excavation. RCC pit cover ,test point, and GI earth/ strip, 4mm dia/ 32x6mm galvanized iron from top of earth plate upto 5 m above ground level and if GI protection is less than 5 meter, no price adjustment shall be made. (iii) PCC pit shall be provided at least 50 cm away from the earth pit and not just on the earth pit and extra cost of additional length of water pipes and fittings, junction, elbow etc shall be deemed to be included in the unit rate. (iv) If the testing result of earthing work is not been found satisfactory then the contractor shall do other earthing work at his own cost and nothing shall be permissible on this account. (v) Earthing work will be carried out in presence of MES representative.

Material and labour for earth continuity conductor or main earth lead fixed on wall on batten or recess or chases or burried in ground or drawn in conduit/ pipe or fixed to pole or any other indicated as required on ground for 25 x 3mm dia aluminium strip complete all as specified and as directed

Supply, laying and testing XLPE insulated, PVC sheathed, GI strip or wire armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 95 sqmm 3.5 core in trenches, floor, along wall, through pipes complete all as specified and as directed

Supply, laying and testing XLPE insulated, PVC sheathed, GI strip or wire armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 16 sqmm 4 core in trenches, floor, along wall, through pipes complete all as specified and as directed.

Material and labour for sand cushioning with a layer of sand 8cm thick before laying of cable and 15 cm thick after laying of cable in trenches complete all as specified. Note : Punned down thickness shall be measured

Supply & laying old size sub class 'B' bricks laid flat in trenches over the cable with the length of brick perpendicular to the direction of cable length, adjacent/abutting each other complete all as specified and directed by Engineer-in-Charge.

Supply, installing, testing and commissioning of LT Distribution Panel (CPRI Approved) cubicle type, Outdoor type, factory fabricated made out of 3.15mm thick CRCA sheet outer & 2mm thick CRCA sheet inner of suitable size to accommodate all accessories/ fittings compartmentalized in construction to accommodate the incoming MCCB and TPN bus bars and outgoing feeders. The TPN bus bars shall be insulated with colour coated heat shrinkable sleeve and shall be mounted on DMC/ epoxy insulator. The incoming as well as outgoing MCCBs shall have extension links of current carrying cap not less than 1.5 times the rated capacity of individual feeders. The extension links shall be supported on DMC/ Epoxy insulators having provision for termination of incoming and outgoing cables. All extension links/ interconnections shall colour coated sleeves. The cubicle shall have frame work, bottom & 60cm long 4 legs of size 40 x 40 x 6mm angle iron, grouted in PCC 1:3:6 as directed by Engineer-in-Charge. A detachable gland plate of thickness not less than 3 mm thick should be used at the bottom for entry of armoured cable of adequate size compression glands, the panel shall be painting with powder coated finish with RAL 7032 SIEMENS GRAY Structure after seven tank phosphating treatment, front & back opening type, and fixing 2 Nos danger notice plate with letter, figures and conventional skull bones in signal red colour and fixed front & back door to LT Panel with voltage and danger indicated in Hindi and English with double door shutter and shall have lourvers and air vent gasket for natural flow of air Neoprene adhesive type gasket shall be used to make panel vermin proof and comprising of following :- (A) INCOMING : - (a) MCCB 160Amp, 4 Pole, 25 KA, 415V, with Thermal magnetic release - 01 No. (b) Onload change over switch 160 Amps, TPN 415V - 01 No. (c) Busbar TPN , Copper 250 Amps - 01 Set (d) Indicator with LED lamps for RYB, 3 Phase with MCBs set of three - 01 set (e) Digital Ammeter (0-200) Amps - 01 No with suitable CTs - 03 Nos (f) Digital Voltmeter (0-500) Volts - 01 No (B) OUTGOING : - (a) MCCB 40Amp, 4 Pole, 16 KA, 415 V, with Thermal magnetic release - 04 Nos. (b) Spare space for FP MCCB 40 Amp – 01 No.

Notes : (i) The LT panel should be CPRI approved as per IS -5039 of 1983. (ii) SLD diagram for LT Panel will be got approved from GE before placing the order and final diagram will be fixed on the front and rear door. (iii) Rate for the same deemed to include in the quoted rates.