Providing drinking water facilities to various villages in G.P. Kashlog, Sewra Chandi, Parnoo, Sanghoi, Mangoo, Giana, Navgaon, Darlaghat etc. in Tehsil Arki Distt. Solan (HP)

Amount

Cutting in earth work and disposal of excavated earthin all kinds of soil within all leads & lifts complete in all respect as per entire satisfaction of Engineer in Charge.

Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtr. and removal of the same for insitu- reinforced concrete & plain concrete work in :-

Vertical surfaces such as wall (any thickness) partition and the like

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.

Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor.

Edges of slab and breaking floors and walls under 20cms wide.

Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth

Prov. and laying of mild/tor steel reinforcement for RCC work including bending,binding and placing in position complete upto floor two level:-Tor steel.

Wire crates made filled with boulders with square cut faces against the wire (Boulders filling to be measured and paid separately) with G.I.Wire 4.87 mm thick corresponding to (SWG-6) of 15X15 cm mesh.

Stones/boulders filling behind the R/walls, also under floor & upstream of i/gallary/under floor etc.in all lifts & leads complete in all respect.

Excavation in foundation for digging well in dry excavation from G.L.upto the level,where well curb is placed the level,where well curb is placed depth.

Wet well sinking gravel including all pumping, soring etc.

From spring level to 3.00 mtr.depth

From spring level to 3.00 metre to 6.00

Steel work in single section i/c cutting, hoisting & fixing in position etc.in RS joists,Channels,angles & tees etc.

Lowering of well curb complete in all respect.

Providing and laying cement concrete work 1:2:4 (1cement: 2 sand: 4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level.

Columns, Pillars & Posts etc.

Providing & Laying no fine concrete 1:4 (1cement : 4 stone aggregate) complete in all respect

Square rubble masonry with approved quality i/c racking out of joints in foundation & plinth in CM 1:4 (1cement : 4 sand)

Above NSL/GL

20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:3 (1cement:3sand) in all leads and lifts.

P/L cement concrete1:3:6 (1Cement : 3 Sand : 6 graded stone aggregate 40 mm nominal size) & curing complete excluding the cost of form work in found.& plinth.

Brick masonry using common burnt clay bricks in foundation & plinth in CM 1:4 (1cement : 4 sand)

Prov. & fixing CI Man hole cover with frame having frames size of 500 mm internal dia.(Medium duty)The weight of cover & frame should not be less than 116 kg

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size )

Providing and laying cement concrete work 1:1.5:3 (1cement:1.5 sand: 3 graded stone aggregate 20mm no in foundation and plinth.

Providing and laying cement concrete work 1:1.5:3 (1cement:1.5 sand: 3 graded stone aggregate 20mm nominal size ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in walls ( any thickness) but not less than 0.10 mts ) thickness attached pillaster, buttress plinth and string courses etc. from top of foundation level upto floor two level.

Laying & jointing GMS tubes pipes (earth work in trenches to be measured and paid separately.

50mm dia

Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc., consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth in all kinds of soils as directed within all leads & lifts as per entire satisfaction of Engineer in charge.

Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.

Providing & laying cement concrete of mix design M30 & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-

Foundation,footing,bases of columns and the like & mass concrete.

Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of foundation level upto floor two level

Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-

Arches up to 6.00 mts.span

Provding RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand )

Providing & laying cement concrete of mix design M30 & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-

Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bressumers & cantilever upto floor level.

Arches upto floor two level.

Steel work welded in built up sections,trusses & framed work in position & applying a priming coat of red paint :-

In grating, framed ,guards,bars,ladders, railing,

Laying & jointing in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separatly)

Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)

Providing and fixing Manhole cover of size60x60 cm made of angle iron frame size 40x40x5mm thick covered with MS. sheet 2.00mm thick and welded with angle iron frame 35x35x3 mm thick. Including hings, Handles, 8 Nos Hold fast and Locking arrangement along with lock and key of standred make, Primer two coat with redoxide paint, complete and manhole coverer fixed in Storage tank/Intank with Cement concrete 1:1.5:3 for nut and bolt 16mm dia and dismentalling of RCC work as per direction of Engineer-in-Charge.

Laying, jointing and testing in trenches (to level or grade) G.I. pipes of following dia (H/M class) conforming to IS:1239-1990(Part - I ) (latest upto date amendments) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends and jointed with MS Flanges conforming to IS:6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:2712-1998.The MS flanges are to be provided 1% of totaljoints and remaining 99% butt welded joints. The welding of flanges to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of Pipes shall confirm to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches &, flanged joints will be measured and paid for separately).

150mm H-class

150mm M-Class

32mm H Class

32mm M-Class

65mm H-Class

65mm M-Class

Providing, laying, jointing ,testing in trenches & commissioning PSL-1/ flanged/butt welded pipes including cost of butt welded joints & flanged bends of all degrees conforming to ISO:3183-2007 with steel grade L-210 Grade - A having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 1% of total length and remaining 99% joints with butt welded joints as detailed below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves 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 zinc coating not less than 360 gm/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 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 & flanged joints shall be measured and paid for separately). The diameter and class / material of pipe are indicative.

32mm L-210 G-A thickness 4.9mm, MSERW pipe.

Providing, laying, jointing and testing in trenches & commissioning following PSL-1/ flanged/butt welded pipes including cost of butt welded joints & flanged bends of all degrees conforming to ISO:3183-2007 with steel grade L-210 Grade - A having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 1% of total length and remaining 99% joints with butt welded joints as detailed below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves 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). 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 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 & flanged joints shall be measured and paid for separately). The diameter and class / material of pipe are indicative.

150mm,6.4mm wall thickness, MSERW Pipe.

150mm, 5.6mm wall thickness,MSERW Pipe.

150mm, 4.8mm thickness, MSERW Pipe.

Providing and welding M.S. Plate flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) as per IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.

MS Flanges 150 mm dia of Table- 5

MS Flanges 150 mm dia of Table- 17

MS Flanges 150 mm dia of Table- 28

MS Flanges 150 mm dia of Table- 34

MS Flanges 32 mm dia of Table- 17

MS Flanges 32 mm dia of Table- 28

MS Flanges 65 mm dia of Table- 5

MS Flanges 65 mm dia of Table- 17

Providing, laying, jointing and testing in trenches of following galvanized MSERW flanged pipes including cost of butt welded joints & flanged bends of all degrees conforming to IS/ISO 3183-2007 Grade L485 or X60 as per dimensions weight and test pressure mentioned below in a random length of 4m - 6m, The M.S. flanges are to be provided 1% of total length as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965. The M.S. plate/flanges are to be provided 1% of total joints and remaining 99% joints with butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges to be measured and paid for seprately) . The pipe shall have zinc coating as per IS:4736 in factory latest with upto date ammendements.

100 mm dia 4.8 mm thickness, MSERW Pipe.

Providing and welding M.S.Plate flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) as per IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.

MS Flanges 100 mm dia of Table- 5

MS Flanges 100 mm dia of Table- 28

MS Flanges 100 mm dia of Table- 34

MS Flanges 100 mm dia of Table- 38

Laying,jointing testing GI pipe(light Class) in trenches to be levelled to proper grades within all leads and lifts as per the direction to the entire satisfaction of the Enginee-in-charge.

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

Prov.and fixing brass full way wheel valve 15mm dia

15 mm dia

20 mm dia

25 mm dia

Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) PN 1.00

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

Random rubble masonry /Poligonal rubble masonry (uncoursed brought to courses) with hard stone of approved quality in foundation and plinth i/c levrlling up with cement concrete 1:6:12 ( 1cement :6sand :12 graded stone aggregate 20mm nominal size at plinth level in cement mortar 1:6 (1cement :6 sand).

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

Half brick masonry in common brunt clay building in cement mortar 1:4 (1cement :4sand). 2nd class bricks.

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

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts.

Providing and laying cement concrete work 1:1.5:3(1cement:1.5sand: 3 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level.

Kota stone slab flooring 20mm (average ) thick base of cement mortar 1:4(1cement:4sand) laid over and jointed with grey cement slurry mixed with pigment to match shade of the slab including rubbing and polishing complete 25mm thick.

15mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar4 1:6(1cement:6sand) kin all leads and lifts.

20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar4 1:6(1cement:6sand) kin all leads and lifts.

6 mm cement plaster to ceiling in CM 1:3 (1Cement :3 Sand)

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.

Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter.

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts.

Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials (Inner side).

Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete

Sliding door bolts 250x16mm.

M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

M.S. tower bolts (Barrel type) leads and lifts. 100x10mm.

M.S. handles 125mm dia

M.S. handles 75mm dia

Providing and fixing of MS grill in windows and ventilators.

Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregate 40mm nominal size will rammed and consolidated /and grouted with fine sand including prperation of ground.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials. (Outer Side)

Booster stage P/Well to Clear Water Tank. Supply of star rated enrgy efficient submersible pumping set of KSB/Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/ Kirloskar/WPIL make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900 rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. (Ist stage). The rate shall be quoted with per set of pumping machinery. i) Total head in Mts. 19.83 mts ii)Total Discharge (Q ): 13.70 Lps

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of star rated enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE, ABB/CGL confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, dia of 405mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor, totally enclosed fan cooled motors/CACA motors of standard make such asKirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Area Brown Boven and suitable for operation on 11 KV HT, 50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. The motor shall be suitable of running at 415 volt+ - 15 volt atleast. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement (as per data sheet No. 13) including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge.

1st Stage to BAGGA Total Discahrge (Q ): 13.70 LPS Total dynamic head : 930.41 Mtrs.

2nd stage Phase 1 (Kangri Dhar) Total Discahrge (Q ): 0.48 LPS Total dynamic head : 371.14 Mtrs

2nd stage Phase I1 (Banjan Dhar) Total Discahrge (Q ): 2.53 LPS Total dynamic head : 124.43 Mtrs.

HYDRAULIC ENGINEERING COMPANY

H. C. Bansal Engg. & Contt.