Infrastructure works for 300 KLD Sewage Treatment Plant at BEL Kotdwara

Amount

PART A: CIVIL WORKS

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size).

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more(Basic rate to be considered shall be Rs.46 /kg)

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

15 mm cement plaster on rough side of single or half brick and external wall of mix:1:4 (1 cement: 4 coarse sand)

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and Constructing 150mm thick walls and pillers using precast cement concrete Solid Blocks of suitable size, above plinth level with precast cement concrete Solid Blocks confirming to IS:2185 (latest Edition) of the following thickness, having a compressive strength of not less than 50 Kg/Sq. Cm including hoisting to any required height/Level and setting in cement mortar 1:6 (1 cement : 6 Coarse sand) including necessary Scaffolding etc., complete.

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and two coats of synthetic enamel etc all complete.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

Providing and fixing in position pre-moulded joint filler in expansion joints.

Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge All works above plinth level upto floor V level

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Providing and fixing pipes of 75 mm dia, unplasticised-Rigid PVC pipes of sanitary grade including jointing with seal ring conforming to IS etc., complete.

Providing and laying of PVC Rung

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately) : 100 mm diameter Class I

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 ( 3 parts integral crystalline slurry : 1 part water ) for horizontal surfaces and applying the same from negative ( internal ) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @0.70 kg per sqm per coat

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 ( 3 parts integral crystalline slurry : 1 part water ) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

Ploughing / digging the existing ground to a depth of 15 cm to 25 cm and watering the same. The waste generated shall be disposed off by the agency and no additional payment will be done for the disposal.

Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).

Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% towards voids).

Mixing earth and or manure in the required proportion specified or directed by the Engineer-in-charge.

Spreading of good earth / dump manure in required thickness as per direction of Engineer-in-charge (Note: The cost of dump manure and / or good earth to be paid separately under relevant item of work).

Providing and stacking of Clerodendrum inerme of ht. 20 cm to 30 cm multi branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

Supply and stacking of Duranta Golden plant, having ht.15 to 20 cm (height will be considered from top of the pot till meristem) bushy shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot and as per direction of the Engineer-in-charge etc., complete.

Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of size 25 cm as per direction of the officer-in-charge.

Plantation of Hedge at site including watering and removal of unserveiceable material’s as per direction of Engineer-in-charge for a period of one month. (Note: Excluding the cost of plant and water).

Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 180-195 cm. in gunny bag of size 30 cm as per direction of theofficer-in-charge.

Providing and displaying of Areca Palm having ht. 1.80 m to 2.10 m with 8 to 10 suckers, well developed, fresh and healthy with lush green foliage in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.

Plantation of Trees at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)

Providing and Displaying Cyprus golden well shaped developed with good colored foliage fresh & healthy 60 to 75 cm ht in 30 cm Earthen Pot as per direction of the officer-in-charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides,ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soilPipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials All kinds of soil

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia R.C.C. pipe

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 15 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc 20 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40 mm nominal bore

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.50 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.65 mm dia nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore

PART- B : POWER SUPPLY SYSTEM

Supplying of LED Street lighting luminaire made up of pressure die cast aluminium housing along with built in control gear, glass cover etc., of rating 80W-100W with cool white LED lamps and fixing of the same on to the over arm of already errected MS pole, making electrical connections etc., complete as directed.(Ref:- Philips - BRP322 LED 100 CW HE NR PC S3 XT or equivalent in approved make)

Supplying of 10mtrs long swaged street light pole made out of mild steel along with all the accessories like angle iron, cap, holder, stopper , base plate, 3Phase 4 wire heavy duty terminal for loop-in and loop-out and Din rail with 10A,2P,'C',MCB-1No fixed in the SMC pole mounted junction box, 40mm dia HDPE pipe for cable entry & exit etc., conforming to IS 2713 ( Part II ) 1980 or latest and designated as 410 SP series as per drawing and erection of the pole including excavation, refilling, cement concrete coping etc., complete as per drawing including all associated civil works for erecting the pole as directed. (Ref:- Shubham-410SP11)

Supplying of out door type LED Post top lantern luminaire with opal acrylic cover suitable for 35W LED lamp along with complete accessories such as control gear/driver etc., and fixing of the same on above the already provided post top lantern poles, making electrical connections earthing etc.,as directed by engineer-in-charge. (Ref: wipro: LP07-431-XXX-57-CL or equivalent in approved make)

Supplying of Post top lantern pole made of 60mm dia, 2.44Mtrs length, class 'B' GI pipe along with built-in control box, service door, 3Phase 4 wire terminal heavy duty for loop-in & loop-out, Din rail with 10A,2P,'C',MCB-1No, circular base plate, 32mm dia HDPE pipe for cable entry & exit etc., as per drawing and fixing/erection of the same by excavating the earth, providing 1:1.5:3 concrete pedestal complete as shown in drawing or as directed by engineer-in-charge. The top end of pole shall be suitable for fixing of above said post top lantern luminaire. (Ref: K-Lite: Pole MC-4280 or equivalent in approved make)

Supplying of LT power cable with Aluminium conductor, XLPE/PVC insulated, PVC inner sheathed, armoured, 1.1KV grade, confirming to IS:1554(part-1), IS:7098(part-1) & relevant standards having 3.5 core of size 25 Sq mm

Laying of of LT power cable with Aluminium conductor, XLPE/PVC insulated, PVC inner sheathed, armoured, 1.1KV grade, confirming to IS:1554(part-1), IS:7098(part-1) & relevant standards having 3.5 core of size 25 Sq mm in cable trench including digging refilling with sand cusnining & bricks complete in all respect

Supplying of LT power cable with copper conductor, XLPE/PVC insulated, PVC inner sheathed, armoured, 1.1KV grade, confirming to IS:1554(part-1), IS:7098(part-1) & relevant standards having 4 core of size 4.0 Sq mm copper cable

Laying of of LT power cable with copper conductor, XLPE/PVC insulated, PVC inner sheathed, armoured, 1.1KV grade, confirming to IS:1554(part-1), IS:7098(part-1) & relevant standards having 4 core of size 4.0 Sq mm in cable trench including digging refilling with sand cusnining & bricks complete in all respect

Supplying of LT power cable with copper conductor, XLPE/PVC insulated, PVC inner sheathed, armoured, 1.1KV grade, confirming to IS:1554(part-1), IS:7098(part-1) & relevant standards having 4 core of size 2.5 Sq mm copper cable

Laying of of LT power cable with copper conductor, XLPE/PVC insulated, PVC inner sheathed, armoured, 1.1KV grade, confirming to IS:1554(part-1), IS:7098(part-1) & relevant standards having 4 core of size 2.5 Sq mm in cable trench including digging refilling with sand cusnining & bricks complete in all respect

Supplying and fixing of 4 way ( VTPN DB) surface/ recess mounting,vertical type, 415 V, TPN MCCB distribution board of sheet steel,dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCCBs and incomer) as required.(Note : Vertical type MCCB TPDB is normally used where 3 phase outlets are required.)

Supplying and fixing 63 A , TPN, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing 32 A , TP, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing 10 /16 A , SP, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 25 sq. mm (28mm)

Supplying and making end termination with brass compression gland and lugs for following size of PVC insulated and PVC sheathed / XLPE copper onductor cable of 1.1 KV grade as required. 4 X 4 sq. mm

Supplying and making end termination with brass compression gland and lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 KV grade as required. 4 X 2.5 sq. mm

Making earth pit by excavating of earth in any kind of soil to the'depth of 2.7 Mtrs and supplying of 2runs of 2.7 mtrs length, 25x3 mm GI strip earth electrode with all accessories, Salt, Charcoal, Sand etc., keeping the strip earth electrode in the pit and G.I.earth plate 600 mm X 600 mm X 6.3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal / coke, salt & sand as required , refilling of the balance portion with sand, providing brick masonry chamber cover etc., complete as directed. Excavated earth shall be levelled and shall not be use d for refilling. The complete work shall be carried out as directed by the EIC

Supplying and laying 8 Swg G.I wire at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm)

Supplying and Wiring for circuit wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable including surface/ recessed steel conduit as required.4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire

Laying of 3.5 x 185 sq.mm Al armoured PVC cableconfirming to IS:1554(part-1), IS:7098(part-1) & relevant standards direct in ground including excavation sand cushioning,protective covering and refilling the trench as required.

Supplying of 3.5 x 185 sq.mm Al armoured PVC cable confirming to IS:1554(part-1), IS:7098(part-1) & relevant standards.MAKE-HAVELLS/GLOSTER/UNISTAR/ CCI/ FINOLEX

Supplying and making end termination with brass compression gland and aluminium lugs for 3½ X 185 sq. mm armoured PVC insulated aluminium conductor cable of 1.1 KV grade as required.

Supply installation testing and commissioning of Main distribution board made up of 1.6mm thikness sheet steel having 250A SDFU as main switch and 04 nos.125 A SDFU as out going feeders including powder coat painting, suitable rating HRC fuses, tinned copper busbars, interconnecting copper wires, insulators etc complete as directed.

Supply installation testing and commissioning of Distribution board made up of 1.6mm thikness sheet steel having 400A SDFU as main switch and 02 nos.250 A SDFU as out going feeders including powder coat painting, suitable rating HRC fuses, tinned copper busbars, interconnecting copper wires, insulators etc complete as directed.

Wiring for light point /fan point/ex.fan point with 1.5sq.mm PVC copper wire with steel conduit MS box modular switch with plates complete in all respect

Supplying , fixing and connection of LED 18 watt. 4ft batten light fitting made up of metal housing, diffuser cover complete as directed.

PART- C: MECHANICAL WORKS

Supply, installation, testing and commissioning of Submersible type Pump set having flow rate not less than 50 M3/Hr and 45 M head suitable for treated domestic water having water properties mentioned in the tender specication, submersible motor with IP 68 protection (415V, 3ø power supply), required length submersible cable of suitable core and size, SS / EN8 shaft, bronze/ SS impeller, alloy cast steel casing, nut bolts , corrosion resistant finish etc. with all accessories. Pump efficiency shall not be less than 75%. Note:1) The Pump flow rate and head indicated above is for reference only, the contractor shall design and indicate the actual size, if higher size units are required.

Supply, installation, testing and commissioning of Ductile Iron Pipes Class K9 of size 150mm dia with internal cement mortar lining and external Zinc coating with finishing layer of Bitumen confirming to IS: 8329:2000 (as per latest amendment), suitable for push-on Jointing. Note: 1) The pipe shall be suitable for both underground and above ground application, necessary protection shall be provided. 2) The pipe fittings like elbow, tapers, tees, flanges, nut bolts etc. shall be considered as DI specials and shall be measured and paid under SOQR No. 3.03. The DI pipe joints shall be measured and paid under SOQR No. 3.04. 3) The exavation, refilling and support structure for laying the pipe underground/ above ground shall be measured and paid under relavent item of SOQR.

Providing and laying of upto 600 mm dia D.I. specials like elbows, tees, flanges, tapers, nuts bolts etc. of class K12 suitable for push-on jointing as per IS : 9523 as directed by the engineer in charge.

Providing push-on-joints to Ductile iron pipe of size 150mm dia including testing of joints and the cost of rubber gaskets(EPDM Gasket as per IS: 5382:1985) complete as required

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe of size 150 mm dia conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required.

Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe of size150mm. dia conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. complete as required.

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe of size 80 mm dia conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required.

Supplying, fixing, testing & commissioning of 150 mm dia double flanged sluice valve of rating PN 16 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS-780. These valves shall be provided at Pump suction line and existing & new pipe line connection point

Supplying, fixing, testing and commissioning of 150 mm dia butterfly valve of PN 16 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095. These valves shall be provided at Pump discharge line.

Supplying, installation, testing and commissioning of pressure switch range upto 16Bar and adjustable differential range upto 3 Bar in M.S. pipe line including connection etc. all as specified and/or directed etc., complete.

Supplying, installation, testing and commissioning of Gun Metal Ball valve (drain valve) of 25 mm dia. with fittings as specified and/or directed etc complete.,

Supplying, installation, testing and commissioning of automatic air vent with 20 mm ball valve with fittings all as specified and/or directed etc., complete

Supplying, installation, testing and commissioning of dia dial type pressure guage of PN 16 complete with necessary SS fittings, brass/ SS isolating valves all as specified and/or directed etc complete

Supply, Installation, testing and commissioning of Flow meter (Electro Magnetic type) of rating PN16 on discharge pipeline to measure treated domestic water (TDS in range of 400-2500 ppm) flow 0 to 130 m3/hr and suitable to 150mm dia pipe with necessary fittings, flanges all as specified and/or directed etc., complete

Supply, Installation, testing and commissioning of float operated vertical mounted Air release valve of 80 mm size with carbon steel body, internal & float SS304 with flange connection, necessary fittings to connect the 150mm main DI water pipeline all as specified and/or directed etc., complete

Supply, Installation, testing and commissioning of spring loaded vertical mounted Pressure relief valve of 80 mm size with set pressure range 130 PSI to 170 PSI, carbon steel body bonnet cap, internal seat disc and spindle made of SS304, spring steel with flange connection, necessary fittings to connect the 150mm main DI water pipeline all as specified and/or directed etc., complete

Bidder Name

Amount in Words

S G S Enterprises

yk jain company

EVERCREST PROJECTS PRIVATE LIMITED

EVERCREST PROJECTS PRIVATE LIMITED

yk jain company