Providing WSS to PC habitation in GP Barog Bhojnagar and Bohli in Kasauli Constituency District Solan HP Under JJM 2nd shelf

Amount

Cutting in earth and disposal of excavated earth up to a lead of 20 metres stacking the excavated soil not more than 3mtr. clear from the edge of all surplus excavated earth P.J work 50% each as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.

Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work jumper work soft and hard rock and through conglomerate rock upto all leads and lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and as directed by the Engineer in-charge.

Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock hard rock including including dressing of sides and beds , disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of Engineer-in-charge.

Providing and laying cement concrete plum wall 1:5:10 (M-5) (1cement:5sand:10graded stone aggregate 40mm nominal size) with 15% Plum and curing complete excluding cost of form work in foundation, plinth & retaining walls including entire carriage of material upto all leads and lifts.

Providing and laying cement concrete 1:2:4 (M-15)(1cement:2approved sand:4app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work reinforcement for reinforced concrete work in Suspended floor roofs, landing and shelves and their supports balconies, beams girders, bressumers and cantilever upto floor two level..and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.:-

Providing and laying cement concrete 1:0.75:1.5 (M-30)(1cement: 0.75 sand:1.5 app.graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work reinforcement for reinforced concrete work in:-

(i) Foundation ,footing

(ii) wall

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

(i) in walls,columns

(ii)Flat surfaces such as sofits,suspended floors.roofs,landing and the like floors etc. 200mm thickness .including entire carriage of material upto all leads and lifts.

(iii)Beams ,cantilevers,girders & lintels in depth in all heights from floor.

(iv)Edges of slab and breaks in floors & walls under 20 cms.wide.

Providing form work with ordinary timber planking 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 mtrs. & removal of the same for insitu-reinforced concrete & plian concrete work in:-

(i) Arches upto 6.00 mtrs. Span

Providing in RCC work smooth finishing of the exposed suface with cement mortar 1:3 (1 cement : 3 Sand).including entire carriage of material upto all leads and lifts..

Providing and laying cement concrete 1:1:2 (M-25)(1cement: 1 sand:2 app.graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work reinforcement for reinforced concrete work in:-

(i) Suspended floor,roof landings etc. Upto floor level.

(ii) Arches upto floor two level

Providing and laying cement concrete 1:3:6 (1cement:3approved sand:6app.graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.including entire carriage of material upto all leads and lifts.

Providing Tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level.including entire carriage of material upto all leads and lifts.

Steel work welded in built up section,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coat of red paint:- in grating,framed,guards,bars,ladders,railing,brackets & similar works.

Laying & jointing in trenches following dia meter of GMS pipe (Earth work in trenches to be measured and paid for saparatily) including lead carriage of material at site and directed by the Engineer-in-Charge.

20mm dia

40mm dia

50mm dia

65mm dia

80mm dia

Providing & fixing of full way valve with hand wheel including P/F M.S. chamber bar of size 45x45x45cm both side and made of 2mm thick M.S. sheet with locking arrangement and legs of 20cm long of anglerion of weight of each chamber box should not be less than 22 kg.

20mm dia

40mm dia

50mm dia

65mm dia

80mm dia

Providing & laying in trenches GMS/MS tubes (L/M class tube fitting(Earth work in trenches to be measured & paid for separately)

(iii)150mm

Providing & fixing CI Sluice valve(with hand wheel)as per IS : 780-1984class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia. > 300mm)complete with bolts nuts,rubber insertion etc. 9the tail piece if required shall be measured & paid for separatly)

(iii)150mm

Constructing chamber for sulice valve with Ci surface box 100x160x180mm deep (inside) with chained lid RCC top 1:2:4 Mix (stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix stone aggregate 40mm nominal size and inside plastering with cement mortor 1:3 finished with a floating coat of neat cement i/c curing complete 600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 stone aggregate 20mm nominal size complete with form work & reinforcement with 6mm bars at not exceeding 150mm centers both ways.

Providing & fixing SFRC Man hole cover with frame having frames size of 560mm internal dia should not be less than 58 Kg. with locking arrangements.

Constructing Course rubble hammer dressed U shape open surface drain with side wall, 15x22 cm in cement mortar 1:6 and inside plastering with cement plaster 1:3 i/c earth work and laying 10cm cement concrete in 1:5:10(1 cement: 5 sand:10 graded stone aggregate) of 40mm nominal size) and 7.5cm cement concrete 1:2:4 graded stone aggregate of 20mm nominal size) and finished with a floating coat of neat cement complete as as per standard design.

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including entire carriage of material upto all leads and lifts.

Providing and laying cement concrete 1:1.5:3 (M-20)(1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.

a) Foundation, footing

b) Columns, Pillars, Posts & struts.

c) Suspended floors, roofs, landings

Providing & fixing anodised aluminium work

Providing & fixing anodised aluminium shutters

Providing & fixing anodised aluminium wire gauge

P/F 10mm thick anti skid water proof stain

20mm cement plaster in single coat on rough side of masonry for interior plaster upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth with cement mortar 1:6 (1cement:6 sand)as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.

Pointing on brick work with cement mortar 1:3 (1cement:3sand) flush pointing including entire carriage of material upto all leads & lifts.

6mm thick C.P to ceiling (1:4)

White washing with lime on decorated wall surfaces (three coats) to give an even shade including throughly brooming the surface to remove all dirt dust mortar drops and loose scale of lime wash and other foreign matter including entire carriage ofmaterial upto all leads and lifts.

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

P/F M.S. Fan clamp9Type-I of 16mm dia M.S. bent to shape with hooked ends in RCC slab during laying i/c painting the exposed portion of loop all as per standard design complete.

Providing 40x3mm flat iron hold fast 40cms long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embedding in cement concrete block 30x10x15cms 1:3:6 (1cement:3sand:6graded stone aggregate 20mm nominal size) including entire carriage of material upto all leads and lifts.

Providing and fixing following anodized aluminium fitting of anodiized transparent and shade with necessary screw.

a) Sliding door bolts 250x16mm

b-i) Aluminium tower bolts 200x10mm

b-ii) Aluminium tower bolts 150x10mm

c-i) Aluminium handles 125mm dia

c-ii) Aluminium handles 100mm dia

Providing, laying, jointing and testing in trenches of Galvanized MSERW / GMS flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2007 with steel grade L-210 Grade - A / IS: 1239-1990 (Part-II) 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. Since the re-survey and re-design of proposal / scheme is to be carried out by the lowest bidder, the design/drawings are to be approved by the competent authority of the department. If there is any variation in size, material, class & wall thickness of pipe and jointing,valves,specials etc,the rates shall be worked out on prorata basis and will be paid accordingly .

(i) 100mm dia API L-210 Grade A, wall thickness 4.8mm,FT-28

Providing,laying ,jointing and testing in trenches of (to level or grade) of pipe joint with every fifth joint flanged and remaing butt weld joints.

Phase I

(i) 100mm dia G.I. (M)Rising Main from KM RD 480-720 Rmt.= 240 Rmt.

(ii) 100mm dia G.I. (M)Rising Main from KM RD 720-1110 Rmt.= 390 Rmt.

Phase II

(i) 150mm dia API pipe 4.8mm wall thickness Rising Main from RD 0 to 120 Rmt.= 120 Rmt.

(ii) 150mm dia G.I. Pipe(M) Rising Main from RD 120 to 240 Rmt.= 120 Rmt.

(iii) 150mm dia GMS. Pipe(M) Rising Main from RD 240 to 400 Rmt.= 160 Rmt.

Providing and welding M.S. 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.

(i) 100mm dia flange table-28(RD 0/0 to 360)

(ii) 100mm dia flange table-17(RD 360 to 840)

(iii) 100mm dia flange table-5(RD 0 to 360)

(iv) 150mm dia flange table-17(RD 0/0 to 360)

(v) 150mm dia flange table-5(RD 360 to 400)

Providing & fixing CI reflux 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

(i) 150mm dia class ASA-300

(ii) 100mm dia class ASA-300

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

(i) 150mm dia class ASA-300

(ii) 100mm dia class ASA-300

PUMPING MACHINERY CENTRIFUGAL:- Supply, Installation,Testing & Commissioning of star rated energy 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 or any other approved make 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/ TEFC/ CACA of standard make such as Kirloskar/ BHEL/ Crompton/ NGEF/ GEC/ Siemens/ Jyoti/ Area Brown Boven (ABB)/ CGL 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. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement 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. The HP are indicative, the design/drawings of Pumping Machinery is to be got approved by L-1 Contractor from the competent authority before placing supply order for the same after finalisation of tender. The rates shall be for complete Job to run the machinery in proper working. The pumping machinery & its accessories/ valves/ piping work etc. should meet with the following requirements. (i) Sluice Valves/ Reflux Valves to be provided on delivey line:- These shall be double flanged valves of approved make & size of valves shall be of one size higher than delivery size of offered pump.The class of valves for stage -1st shall be, cast steel ASA-300 & for 2nd stage these shall be of cast steel ASA-300 confirming to BIS/API specifications. (ii) Reflux Valves to be provided in Rising Main:- It shall be double flanged valve of approved make & size of valve shall be same as dia of rising main pipe. The class of valve shall be Cast steel ASA-300 confirming to BIS/API specifications for both stage 1st and 2nd respectively. (iii) Piping work (Common Header, Delivery pipes & Suction pipes):- The piping work shall be of same specifications as the R-main in intial RD's. The size of common header shall be same as dia of R-Main. in No case pipe wall thickness shall be less than 4.80 mm. The common header & delivery pipes shall be properly jointed with flanges of appropriate Flange table with butt welds. (iv) Power shunt Capactors:- Capacotors shall be of suitable KVAR so as to improve power factor to 0.95 or above. (v) Pannel Boards:- It shall be of suitable size & capable to accomodate all above electrical accessories i/c providing & fixing in position these accessories & interconnections with cable of appropriate size & specifications. (vi) Startes:- Starters for each stage pumping machinery for stage 1st and 2nd respectively shall be of approved make & of suitable rating suitable for safe running and operation of given motor or pumping machinery It shall be mounted on panel board with magnetic type over load release & dashpot, time lag,under voltage release with initial oil filling if required.

Phase-1st - 2 sets (2x50HP) (1 working & 1 standbye) for duty condition discharge of = 6.22 LPS with Total Head of = 340.87.00 mtr. Static Head=324.80 mtr. The BHP is to be offered by the bidder & rate shall be filled in by the contractor per set.

Phase-2nd - 2 sets (2x75HP) (1 working & 1 standbye) for duty condition discharge of = 19.54 LPS with Total Head of = 167.73 mtr. Static Head=158.81 mtr.The BHP is to be offered by the bidder & rate shall be filled in by the contractor per set.

HYDRAULIC ENGINEERING COMPANY

Vijay Kumar