PROVISIONING OF STORM WATER DRAINAGE IN OTHER RANK FAMILY ACCOMMODATION GR LINES AT ROORKEE UNDER GE ROORKEE (PARA 35)

Amount

Excavating over areas, n exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed.

Excavating over areas, exc 1.5 m but not exc 3.00m deep and getting out in soft / loose soil complete all as specified and directed.

Excavating over areas, exc 3 m but not exc 4.5m deep and getting out in soft / loose soil complete all as specified and directed.

Excavating over areas, exc 4.5 m but not exc 6m deep and getting out in soft / loose soil complete all as specified and directed.

Excavating over areas, exc 6 m but not exc 7.5 m deep and getting out in soft / loose soil complete all as specified and directed.

M&L for Plain Cement concrete (1:4:8) Ty D2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete complete all as specified and directed.

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 curved surface of concrete complete all as specified and directed.

M&L for TMT steel 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 0.9mm dia or securing with clips complete all as specified and directed.

All as per item no. 27 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.

M &L for RCC M-30 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 directed.

M &L for RCC M-30 as in 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 directed.

M&L for RCC M-30 as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

M &L for RCC M-30 as in Columns, pillars, piers, posts and struts complete all as specified and 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 for fair finish curved surface, complete all as specified and directed.

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

Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished curved surface(square,rectangular), complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm for soft & loose soil complete all as specified and directed.

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

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping for rough finished flat surface of concrete, complete all as specified and directed.

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

M &L for RCC M-30 as 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.

M&L for brickwork with sub class 'B' bricks, straight or curved on plan not exc 6m mean radius, built in CM (1:6) complete all as specified and directed.

M&L for rendering in CM (1:4) ,15mm thick on other than fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L for rendering in CM (1:6), 15mm thick on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L for rendering in CM (1:3), 5mm thick on other than fair faces of brick work or concrete surfaces finished even and smooth without using extra cement as in roof ceiling complete all as specified and directed.

M&L for preparation of newly plastered surface of wall and two coat of cement base paint over a coat of alkali resistant priming paint on wall complete all as specified and directed.

M&L for preparation of newly plastered surface of wall and three coat of white wash on wall complete all as specified and directed.

M&L for preparation of newly plastered surface and three coat of white wash on ceiling complete all as specified and directed.

M& L for pressed steel frames of size 105x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete all as specified and directed.

S&F for 35mm thick framed, panelled shutter factory made (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and style as per IS : 1003 (Part-I) kiln seasoned and chemically pressure treated using IInd class hard wood complete all as specified and directed.

M&L for two coat of synthetic enamal paint over a coat of pink primer on surfaces of any description, not otherwise described,over 10cm width or girth over wooden surface including preparation of new surface complete all as specified and directed.

M&L for two coat of synthetic enamal paint over a coat of red oxide on steel surfaces of any description, not otherwise described,over 10cm width or girth including preparation of new surface complete all as specified and directed.

M&L forBrickwork with fly ash old size bricks, straight or curved on plan to any radius in half brick thick walls, built in CM (1:4) complete all as specified and directed.

S&F steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and directed.

M&L for 3 mm thick sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and directed.

M&L for roof treatment with polymeric membrane (APP based) with non woven polyester mat as reinforcement with following:- (a) M&L for surface preparation clean smooth and dry surface and preparing the surface . (b) M&L for providing & laying a coat of cold applied bitumen 85/25 based primer on entire surface @ 0.30 Ltr/Sqm on dry and clean surface. (c) M&L for providing & laying APP based polymeric membrane of 3 mm thickness of weight of 3.0 Kg/Sqm with non woven polyster fiber as reinforcement on primed surface by forced application with side over laps & joints over laps etc as per manufacturers instruction. (d) M&L for finishing of top surface by two coat of aluminum paint over a coat of blown bitumen 85/25 grade @ 1.2 Kg/Sqm grouted all as specified and as per manufacturers instruction. (e) M&L for providing test with filling of water over roof slab continuously for 48 hours all as specified and directed.

M&L for PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls for 110mm bore pipe complete all as specified and directed.

M&L PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in floor, hard standing, plinth protection etc 75 mm thick finished even and smooth without using extra cement laid in alternate bays n'exc 2.50 Sqm and joints filled with mastic filling complete all as specified and directed.

S&F MS framed work such as grills, gratings, hold fast etc with ends of bars shouldered and or riveted or forged into spikes, framed guard bar, barred iron door, ladders, framed balusters, walk way, railings frame work of water tank and similar work confirming to Fe 290 Gde E165 complete all as specified and directed.

Supply and lay cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of 3.5 core 25 Sqmm Size:

M&L for GI pipe light grade 40 mm dia for cable protection including cold drilling and making good surface as per existing complete all as specified and directed.

Supply & lay in trenches sub class `B’ bricks having compressive strength 75 Kg/ Sqcm for cable protection etc compete all as specified and directed by Engineer-in-Charge.

Supply and spread unwashed dry river sand for sand cushioning and covering the UG Cable in trenches complete all as specified and directed. (Note : Punning thickness (18cm) shall be measured)

M&L for cutting/boring of existing road / floor for laying of XLPE Cable and making good to the disturbed surfaces with PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) all as specified directed.

Supplying, installation, testing and commissioning of silent diesel engine driven generating set 415volts, 3 phase 4 wire engine as per ISO: 3046 and alternator as per ISO: 8528 complete with necessary foundation as per manufacturer recommendations,AVM pads, control panel with necessary meters and sound proof canopy (Acoustic Alternator) of capacity up to 20KVA complete all as specified and directed for the following specifications :- (A) DIESEL ENGINE. Water cooled, 4 x cylinder developing suitable BHP @ 1500RPM. Engine shall be cooled by rail mounted, engine driven radiator of adequate capacity, with blower fan, fan guard, fan belts etc. The diesel engine shall be vertical, to run continuously at 1500 RPM confirming to IS 10002, BS-5514, standard with an overload capacity of 10% for one hour in every 12 hrs of operation. Diesel engine shall comply with latest CPCB IV norms. The Diesel Engine shall be regulated with Electronic governor. Make of Engine-CUMMINS, KIRLOSKAR, GREAVES COTTON, ASHOK LEYLAND. (B) ALTERNATOR. Alternator 20 KVA, suitable to deliver rated output at 1500 RPM, 415V, 0.8 PF (LAG), 50HZ, 3 PH, in SPDP enclosure, self-excited & regulated electronic governor . The alternator shall conforms to IS-13364 & shall be suitable for tropical condition. Full load efficiency of the alternator offered should be above 90%, insulation and temperature rise also limited to class H. Enclosure shall conform to IP-23. Make of Alternator - KIRLOSKAR, STEMFORD, JYOTI, CROMPTON. (C) STANDARD CONTROL PANEL. Totally enclosed, steel construction control panel comprising of following :- (i) Main on /off MCCB 3 phase 4 pole 415 volt 50 Hz 100 Amp raring 25 KA-01 No.(ICS 100% ICU) (ii) Phase indicating lamps set of three-01 No. (iii) Instrument fuses -01 Set . (iv) Digital display/indication of engine and alternator parameters as mentioned below shall be available :- (a) Lube oil pressure. (b) Battery voltage. (c) Engine RPM. (d) Fuel level in the tank. (e) Engine running hours indication. (f) AC current and voltage. (g) AC Frequency. (h) AC Power metering. (j) Suitable CTS for displaying the electrical parameters. Note :- PCC drawing shall be approval by GE before making the plateform and cost of the making PCC plateform deemed to be included in this schedule.

Supply, Installed & fix maintenance free earthing copper bonded steel earth rod of 10 feet long having diameter of 17.2mm with copper bonding thickness of 250 micron,UL listed,CPRI Tested at 25 KA fault current for one second and is provided with universal clamp made of SS earth enhancing compound shall be of 30kg/pit(resistivity is less than 0.12 Ohm meter) tested as per IEC 62561-7.The above arrangements shall be provided with heavy duty earth poly plastic pit cover of 6000 kg load bearing capacity (Size:270 x 240 x 200mm) and FRLS insulated copper conductor of size 6 sqmm, single core cable drawn through and including in rigid non metallic PVC conduit on wall and 15 dia medium grade GI pipe on ground/floor upto 10 mtr incl cutting and chases on wall and floor complete all as specified and directed. Note: (a) The rate quoted above shall be deemed to be included for excavation and earth work, refilling, removal of surplus earth and making good the surface around chemical earthing. (b) Copper Lugs ring/pin type to connect Copper wire on Earth terminal and DB is included in quoted rates.

S&F Submersible non clog pump 3.10 KW capable of pumping 625 LPM at a head of 10 M three phase pump designed to easily handle to waste water, sludge water. they feature a close-coupled designed to prevent leakage and high-tech hydraulics, suitable for operation on 415 V 3 Phase 50 HZ AC, synchronous speed 2900 RPM all as specified and directed. make : KSB cat pt no- AMAREX IN F 50-220/032 ULG-130-S or equivalent.

Supply & Fix / Lowering PVC insulated and PVC sheathed flexible, flat, nominal size 10 Sqmm 1100 volts grade, ISI Marked three core, stranded copper conductor cable complete all as specified and directed. Make – FINOLEX / CCI / PLAZA / Gloster / KEI

S & F sluice valve 100 mm dia, class PN-1.0, heavy duty, both ends flanged with gun metal spindle & check nut and all nuts, bolts, washers, gaskets etc; Make: Zoloto, equivalent L&T / Kalpana / Kirloskar / BIR / Leader/Zoloto

S & F sluice valve 80 mm dia, class PN-1.0, heavy duty, both ends flanged with gun metal spindle & check nut and all nuts, bolts, washers, gaskets etc; Make: Zoloto, equivalent L&T / Kalpana / Kirloskar / BIR / Leader

S&F Non return valve 80 mm class PN-1.0, connecting and testing for horizental flow both and flanged class 'B' as per IS specification and conforming to IS -5312 including flange joints etc. Make : Zoloto, or equivalent Kalpana / BIR / Kirlosker / Leader

Supply and laying, jointing and testing MS Pipe heavy grade 80 mm (class 'C') including supply and fixing of all fittings such as bend, tee, elbow, union, reducer,flange etc, laid in trenches or wall/ceiling/floor as specified and as directed. (Notes : (i) The laying and jointing of pipes are required to be carried out in short streches catering to specific requirements of a purticular places.)

Supply and lay in trenches of Ductile iron pipes 100 mm K-9 Spigot and Socketed ends, confirming to IS-8329/2000 centrifugally cast suitable for tyton joint in, complete all as specified and directed. (Notes : (i) The laying and jointing of pipes are required to be carried out in short streches catering to specific requirements of a purticular places to cut and incerted the flange.)

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, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed.

M&L for plain cement concrete(1:3:6) Ty C2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.

M&L for brick work with old size sub class 'B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 complete all as specified and directed.

M&L for brick work with old size sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls, built in cement mortar (1:3) complete all as specified and directed.

M&L for cement concrete (1:2:4) ty B1 using 20mm graded stone aggregate 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.

Add or deduct for each 25 mm girth or part there of over or under 30cm ditto complete all as specified and directed.

M&L for PCC (1:2:4) Type B0 using 12.50mm graded stone aggregate as in coping,benching complete all as specified and directed.

M&L for 15mm thick rendering in CM (1:4) finished even and smooth without using extra cement as in brick/ concrete suface complete all as specified and directed.

M&L for flush pointing in cement mortar (1:3) to brick walls complete all as specified and directed.

M&L Hardcore of gauge not exceeding 63 mm of broken brick, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for 100 mm thick Cement Concrete 1:2:4 type B2(using 40 mm graded stone aggregate) in floor fair finish with extra using of cement complete as specified and directed.

M&L bore of pipe 450 mm of RCC pipe class NP-2 laid and jointed complete with collars complete all as specified and directed.

Providing precast cement concrete (1:2:4) Ty B1 using 20mm graded stone aggregate as in landings, cover slabs (for man holes, drain etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified and directed.

M&L for bricks with old size sub class 'B' bricks, laid on edge, width equal to length of bricks, in floor old size bricks bedded and jointed in cement mortar 1:6 and pointed in cement mortar1:3 complete all as specified and directed.

VEE SONS BUILDERS PVT LTD (BID ID -3125223)

M/S AJIT CONSTRUCTION CO (BID ID -3124520)

CHITTER MAL & CO (BID ID -3123350)

RAJESH KUMAR SANJAY GUPTA (BID ID -3119435)

Alankar Traders (BID ID -3126028)