Providing LIS Sanihan and Dhawal from Koldam in Tehsil Sundernagar Distt Mandi HP

Amount

Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of each deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing and laying cement concrete 1:6:12(1cement :6 sand: 12graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:2:4(1cement :2 sand: 4 graded crushed stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:3:6(1cement :3 sand: 6graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:1.5:3 (one cement :one and half sand : three graded crushed stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement in all leads and lifts in:- (a) (a) foundation , footings, bases of columns and the like and mass concrete..

(b ) Columns, pillars, post and struts Square, rectangular or polygonal in plan.

(d ) Suspended floors, roofs, landing, shelves and their supports balconies, lintels, beams girders bresumers and cantilevers upto all floor two level .

(e) Lintels, beams, posts and struts cantilivers, girders upto floor two level.

(f) walls any thickness but not less than 0.1 mtrs. thickness attached pillasters , plinths and string courses etc.from top of foundation level upto floor two level in including all leads and lifts .

Providing and laying cement concrete 1:2:4(1Cement :2 sand:4 graded crushed stone aggregate 20mm nominal size and curing completre excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :- a)Suspended floors, roofs, landing, shelves and their supports balconies, lintels, beams girders bresumers and cantilevers upto all floor two level (Approach 1 meter wide)

Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:-Foundations, footings, basis of columns and the like and mass concrete complete in all respect in all leads and lifts.

(b) Columns, pillars, post and struts Square, rectangular or polygonal in plan.

(c) Beams, Cantilivers, girders and lintels sidies and soffits of beams, beam haunchinges, cantilivers, girders, bressumers, and lintels not exceeding 1 mtr. in depth in all leads and lilfts.Colunms pillars posts and struts upto floor two level.

(d) flat surfaces such as soffits of suspended floors,roofs, landings and the like in(a) floor etc. upto 200mm thickness.

( e) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like

(f) slopped or battering surfaces.

(g) Edges of slab and breaks in floors and walls under 20cm wide.

(h) foundation and plinth

Providing and placing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level in all leads and lifts.

(i) Construction of two control room on framed intake equiped with provision for installation of electric chain pully and submersible pump control pannel( Chain pully shall be paid for seperatly). It also covers side railing of MS pipe complete in all respect.(5.76 sqm each) As per data sheet attached.

(ii) Providing and fixing INDEF/POWERFULL MAKE POWER OPERATED Chain pulley of 2.00 MT capacity complete in all respects (with all allied accessories) to the satisfaction of the Engineer-in-charge.

Wire crate made of GI wire filled with boulders with square cut faces against the wire (wire crate to be measured and paid for separately) the weight of each boulder should not less than 18 kg and as per entire satisfaction of the Engineer-in-charge)in all leads and lifts.

Wire crate made of GI wire filled with boulder with square cut faces against the wire (Boulder filling to be measured and paid for separately ) double twisted GI wire 5mm thick 15cmx15cm mesh)corresponding to SWG-6 as per direction and to the entire satisfaction of the Engineer-in-charge

Providing and fixing of double flanged cast iron sluice valve PN-I.0 IS: 780-1984 of Leader/Bhel/Kirloskar /Pelilcan and other approved make of following dia for the pipe line capable to withstanding normal seat pressure including cutting, welding,providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS 2712-1979 and providing and fixing MS nuts and bolts as per Table-17 of required number including carriage of material in all leads and lifts. (i) 300mm dia

(ii) 200mm dia

Randum rubble masonary polygonal rubble masonary (uncoursed brought to courses in walls with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1cement: 6 sand) in breast wall and retaining wall including all leads and lifts.

Squarred rubble masonary coursed with hard stone of approved quality in foundatioin and plinth including racking out joints in cement mortar 1:6(1cement:6 sand) in all leads and lifts.

Brick work using common burnt clay building bricks in foundation and plinth upto floor two level in cement mortar 1:6(1cement:6sand) in all leads and lifts. Ist class bricks

Half brick masonary in common burnt clay building bricks in cement moror 1:4 (1:4 (1cement : 4 sand) in all leads and lifts.

6mm cement plaster to ceiling (a) in cement mortar 1:3( 1cement :3 sand) complete in all respect in all leads and lifts.

15mm cement plaster in single coat on rough side of brick/ concrete/ stone walls for interior plastering upto floor two levels including arrises internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement:6sand) in all leads and lifts.

15mm cement plaster in single coat on rough side of brick/ concrete/ stone walls for interior plastering upto floor two levels including arrises internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3(1cement:3sand) in all leads and lifts.

Cement pointing on brick work with cement mortar 1:4 ( 1 cement :4 sand) Raisied and cut complete in all respect.

Stone soling under floor within all leads and lifts complete in all respect.

Cement concrete flooring 1:2:4 (1cement:2sand: 4 graded crushed stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement in all leads and lifts. (a) 40mm thick

Providing and fixing precast terrazzo tiles hydraulic compressed 20mm thick with marble chips of specified sizes laid in floors,treads of steps and landing on a bed of 25mm average thickness of cement mortar 1:6 (1cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete withi tiles of grey shade

Providing and fixing MS grills of required pattern in wooden frame of window etc. with M.S. flats, square or round bars with round headed bolts and nuts by screws plain grills in all leads and lifts.

Providing wood work in frames of doors, windows, clerestory windows and other frames wrought , framed and fixed in position 2nd class deodar wood in all leads and lifts.

Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory window including black enamelled iron but hinges with necessary screws(40mm thick) 2nd class dedoar wood in all leads and lifts..

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt , dust and other foreign matters.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on ubdecorated wall surface to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroubhly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth Priming coat with distemper primer.

Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink.

Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paint to give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with enamel paint other than white complete in all respect in all leads and lifts

Providing and fixing anodized aluminium sliding door bolts with bolts and nuts screws etc. complete.(i) 300 x16 mm

(ii) 250x16mm

Providing and fixing anodized aluminium tower bolts ( barrel type) with screws etc. complete.(i) 250 x 10mm

(ii) 150x10mm

Providing and fixing anodized aluminium handles with necessary screws etc. complete.(i) 125mm dia

Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement, 3 sand,6 graded stone aggregate 20 mm nominal size ) with in all leads and lifts complete in all respect.

Providing 40x3mm iron hold fast 40cm long including fixing to frame with 10cm dia bolts, nuts and wooden plugs and embending in CC block 30x10x15cm 1:3:6(1cement :3sand:6 graded stone aggregate 20mm nominal size)

Providing and fixing vitreous china wash down water closet (Indian Type, W.C pan) with integral P or S trap including jointing the trap with soil pipe in cement mortar 1 : 1 ( 1 cement 1 sand) ( Seat and cover to be measured and paid for separately) (White colour)

Providing and fixing automatic flushing cistern with a pair of CI or MS bracket complete with fitting including CI Syphonic apprature masquits proof lid, CP brass unions and coupling for connecting with inlet outlet and over flow pipes including cutting holes and making good the same Over flow pipe to be measured and paid for seperately (Viterous china 5 liters capacity

Providing & fixing viterious china wash basin with single hole for pillar tap with CI or MS bracket painted white including cutting hole including good the same excluding fitting Cera sanitary work (cornet) white 550x400 white

Providing and fixing 600 mm x 450 mm bevelled edge mirror of superior glass marked on 6mm thick AC sheet or plywood sheet and fixed to wooden plug with CP brass screws and washer.

Providing and fixing PVC pipe 100mm dia complete in all respect.

Providing and fixing GI union 15mm dia of superior quality complete in all respect.

Providing and fixing GI Elbow 15mm dia of superior quality complete in all respect.

Providing and fixing GI Tee 15mm dia of superior quality complete in all respect.

Providing and fixing GI socket 15mm dia of superior quality complete in all respect.

Providing and fixing GI pipe 15mm dia (Medium Class) complete in all respect.

Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required.Group C.

Wiring for circuit / sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.i) 2 x 1.5 Sq. mm.

ii) 2 x 4.00 Sq. mm.

Supplying and fixing 3 pin 5/6 amps. Socket outlet on the exists switch box/covers including connections etc. as required.

Supplying and fixing 2 way 5/6 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connections etc. as required.

Supplying and fixing 3 pin 15/16 amps. Socket outlet on the exists switch box/covers including connections etc. as required.

Supplying and fixing 15/16 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connections etc. as required.

Supplying and fixing wooden box of following size (nominal) on surface or recess with suitable size of phenolic laminated sheet cover of in front as required.(a) 229 mm.x 102 mm.x 60 mm. deep

(b) 203 mm.x152 mm.x 60 mm. deep

Supplying and fixing ceiling rose on existing junction box/wooden block includign connections etc. as required

Providig and fixing 25mmx20mm size of PVC casing and capping on surface as required complete in all respect.

Supplying and fixing plain pendant with 16/0.20mm twin twisted flexible PVC in swaled cotton braided copper cable and backlite pendant holder including connections etc. as required.

Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required. (i) Ceiling Fan 1400 mm sweep, Category-A

Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wire-set, neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc. as required:-Double door-8 way

Supplying and fixing following rating, four pole (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Amps. Cat-A.item No. 652

Supplying and erection of 6 Amps. to 32 Amps. Rating 240 volts, L series miniature circuit beaker of following poles in the existing MCB DB complete with connections etc. within all leads and lifts as per direction by the Engineer-in-charge.

Providing and fixing ultra slim decorative extruded box fixture with domestic electronic ballast, snap-on installers, suitable for 28 Watt FTL (T5), complete with all accessories (including one No. T-5 Tube), connections, testing and commissioning etc. as required 1x28 Watt- FTL (T5) (Category-A)

Providing And fixing 6 SWG GI at 0.5 mtr. Below ground level for earthing electrode conductor including soldering etc. as required.

Earthing with copper earth plate 600mmx600mmx3mm thick including accessories and providing masonary enclouser with cover plate having locking arrangement and watering pipe etc. (But without charcol or coke and salt) complete as required.

Providing and fixing following type of LED Road way lighting luminae apoxy block powder coated sheet steel housing with epoxy while powder coated CRCA sheet steel geartray clear Acorylic cover aluminium rafter (But excluding the cost of LED ) complete with all accessories connection testing commissioning etc. as required 1x36W.

Providing and welding MS flanges at suitable atleast 5% joints confirming to following tables as per IS: 6392-1971 (latest with upto date amendments) with plain end GMS/MS pipe in three layers on both faces to make the joint leakproof. (The cost of laying of GMS/MS pipe to be measured and paid for separately). The welding of flanges should confirm to IS: 816-1969 with electrode as per IS: 814-1991 and required number of nuts and bolts confirming to IS: 1364, the thickness of gaskets not less than 3mm confirming to IS: 2712-1998 and the work shall be done as per entire satisfaction of the Engineer-in-charge within all leads and lifts. (i) Raw water stage:- GI pipe 150mm dia (Medium class) wall thickness 4.80mm F-T 5 (Phase-Ist)

GI pipe 150mm wall thickness 5.40mm (Heavy class) F.T-28

GI pipe 150mm wall thickness 4.80mm (Medium class) F.T-17

First stage(i) 150mm dia MS pipe 4.40 mm thickness with FT-34 (X-42)

Phase-2nd Raw water stage 200mm dia MS pipe 4.00 mm thickness FT-5 (Grade X-42)

Ist stage Phase No.II Dhawal) 200mm dia MS pipe 4.00mm thickness FT-28(Grade X-42)

300mm dia MS pipe 4.40mm thickness F.T-5(x-42) fof desilting tank

Laying, jointing (by way of circumfrential butt welding joints by electrical arc welding) and testing of GMS pipe of following dia meters confirming to BIS 1239 (Part-I) grade specificed below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7meters including (5% flange joint flange joint measured and paid for seperately) manufacturing reducers/tapers, all short pieces, bends etc. as per site requirement made from parent tubes. The laying of pipe will incluse all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer-in-charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS: 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of the Engineer-in-charge within all leads and lifts. (Earth work in trenches will be measured and paid for separately) i) Raw water stage:- GI pipe 150mm dia (Medium class) wall thickness 4.80mm (Phase-Ist)

(ii)150mm dia GI pipe Heavy class 5.40 wall thickness

(iii)150mm dia GI pipe Medium class 4.80 wall thickness

Distribution system:- 125mm dia GI pipe Medium class

100mm dia GI pipe Medium class

80mm dia GI pipe Medium class

Providing , laying,jointing ( by way of circumfrential butt welded joints in three layers by electrical arc welding ) and testing of MS pipe of following dia meters confirming to ISO 3183-2012, steel grade of following class ERW (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including (5% flange joint (flange joint measured and paid for seperately) manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736-1986 (with upto date ammendments) with mass of zink coating not less than 400 Kg/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. Negative tolerance in thickness and mass/weight of pipes will not be accepted. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer-in-charge with in all leads and lifts. (Earth work in trenches shall be measured and paid for separately).(i) 150mm dia MS pipe 4.40mm thickness

Raw water stage 200mm dia MS pipe 4.00mm thickness (Grade X-42)

Ist sgage Phase No.II Dhawal) 200mm dia MS pipe 4.00mm thickness (Grade X-42)

300mm dia MS pipe 4.40mm thickness(x-42) fof desilting tank

Laying,jointing and testing High Density Polyethylene pipes in trenches of following duiameter and class confirming to IS: 4984-1995 as amended upto date including tube fitting such as bends, tees, air valves, unions and collars etc. including carriage of pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).(i) HDPE pipe 180mm dia PN 10 PE-80

(ii) HDPE pipe 180mm dia PN 8, PE-80

(iii) HDPE pipe 180mm dia PN 6, PE-80

(iv) HDPE pipe 180mm dia PN 4, PE-80

(v) HDPE pipe 125 mm dia PN 16, PE-80

(vi) HDPE pipe 125 mm dia PN 6, PE-80

(vii) HDPE pipe 125 mm dia PN4, PE-80

(viii) HDPE pipe 90mm dia PN 8,PE 80

(ix) HDPE pipe 90mm dia PN 6,PE 80

(x) HDPE pipe 90mm dia PN 4,PE 80

Providing and fixing PP valve for HDPE pipe (i) 90mm dia

(ii) 125mm dia

(iii) 180mm dia

Supply of submersible pumping set of approved make such as KSB/CALAMA/BS/JOHNSION/ Oswal or any other reputed make approved by Jal Shakti Vibhag conforming to latest relevant BIS code. The pump should be fitted with free flow impellers of bronze/suitable alloy as per BIS 5659-1972 latest suitable for clear water of IS: 5659-1970 having greased packed bearing and shaft with bound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor(water proof) of reputed make Kirloskar/ NGEF/Jyoti/Crompton make or any other required make approved by Jal Shakti Vibhag conforming to BIS 9283-1979 latest with upto date ammendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechnical seal in oil chamber & grease packed lubricated bearing & provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with heating of motor. The pump set should include water level guards errection clamps, cable clips & depth gauge etc. & suitable for operationof pumping macninery (i)Raw water stage Phase-I Ayan discharge=11.07 LPS, Total head=38.14 mtrs.each pump (2 sets) Both working simultaneously & as per the technical specifications attached.

Raw water stage PhaseII Dhawal discharge=18.87 LPS each pump, Total head=14.37 mtrs.(2 sets) Both working simultaneously & as per the technical specifications attached.

Supply Installation Testing & Commissioning of horizontal spindle, horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended/approved make or any other reputed make approved by Jal Shakti Vibhag such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti or any other approved make as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water having turbidity upto 4000 ppm for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors ( Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /Jyoti /ABB /Marathon make or any other reputed make approved by Jal Shakti Vibhag and suitable for operation on 415 (+10% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby ), necessary piping for suction, delivery & common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work inclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge. (i) Ist stage Phase-I Ayan discharge=11.07 LPS each pump, Total head=421.80 mtrs.(2 sets) Both working simultaneously & as per the technical specifications attached.

(i) Ist stage Phase-II Dhawal discharge=18.87 LPS each pump, Total head=290.36 mtrs.(2 sets) Both working simultaneously and as per the technical specifications attached.

SANGRAM NAIK

Tek Singh Raghav