Providing sewerage scheme with STP augmentation of WSS for Rehan area etc. in Tehsil Fatehpur District Kangra HP

Amount

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling / wedging out of rock / where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Providing and laying cement concrete 1: 6: 12 (1Cement: 6 sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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) complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

2nd Class 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) complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

Half brick masonry in common brunt clay building in cement mortar 1:4 (1cement :4sand). 2nd class bricks complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

Edges of slab and breaking floors and walls under 20cms wide complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 mortar 1:3(1cement:3sand) complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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) complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

6 mm cement plaster to ceiling in CM 1:3 (1Cement :3 Sand) complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complet in all respect with in all leads and lifts tcomplete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

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 100mm dia

Providing and fixing of MS grill in windows and ventilators complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

Stone/Boulder filling under floors/behind retaining walls complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

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 complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

Finsihing wall with water profing cement paint of approved brand and mainfacture and of required shade on undecorated wall surface (two coats) to give an even shade after theooughly brushing the surface to remove all dirt and remains of loose powdered materials complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

P/L Damp Proof Course 38mm Thick with cement concrete 1:2:4(1 Cement:2sand:4 Graded stone aggregate 20mm nominal size) & Curing complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

Pointing on birck work with Cement morter 1:3 (1Cement:3Sand) (flush pointing ) complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

Steel work in single section including cutting, hoisting and fixing in position and applying a priming coat red lead paint in R.S. joints chanel, angles tees complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

Construction of RCC over head tank 335000 ltr cap., with 15.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, outlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job complete in all respect with leads and lifts and as per the directions and to the entire satisfaction of the Engineer-in-Charge.

Inlet pipe - 150 mm dia

Outlet pipe - 100 mm dia

Scour pipe -100 mm dia

Laying, jointing and testing in trenches (up to level or grade) GI Pipes of the following diameters (H/M class) Conforming to IS 1239-1990( Part 1) (Latest the updated amendments )to the grade and wall thickness as specfied Below suitable to eith stand requires hydraulic test pressure in randum length 4-6 m with Planned ends and jointed with MS flange conforming to IS 6392-1971 (Latest Updated amendments) andwelding of flange as per IS 814-1969 with electrodes as per 814-1991 including required no and size of MS Nuts and bolts as per IS 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm in thickness as per IS 2712-1998 and butt Welded joints. The welding Of Flanges to be done on both faces in two layers on theouter faceand one layer on Inner face to make the joins leak proof satisfaction of Engineer-in-Charge. The laying Of pipes conforms to IS 5822-1994 and as per CPHEEO manual ans will included all opertions such as cutting welding and jointing including fluching cleaning and hydraulic testing complete in all respect to satisfaction of Engineer-in-Charge.including entire carriage of meterial up to all leads and lifts ( earth work in trenches flanges will be measured and paid for separately)

150 mm Dia IS 1239 GI ( M) Rising mains

100 mm Dia IS 1239 GI ( M) Gravity Mains

80 mm Dia IS 1239 GI ( M) Gravity Mains

65 mm Dia IS 1239 GI ( M) Gravity Mains

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.

MS Flanges 150 mm dia of Table- 5

MS Flanges150 mm dia of Table- 17

MS Flanges 100 mm dia of Table- 5

MS Flanges 80 mm dia of Table- 5

MS Flanges 65 mm dia of Table- 5

P/F Double flanged CS Non return valve Leader/Kirioskar make to rising main confirming to BS:1868-API-600 as per class given below and capable of withstanding 52kg/cm2 seat pressure with upto date ammendments complete in all respect with in all leads and lifts to the entire satisfaction of the egnineer-in Charge (150MM Dia)

P/F screwed CI Air release valve 25mm dia single ball Leader/ Kiroskar make confirming to BS 1452-90 with upto date ammendments as per class PN-10 with stand a seat pressure of 11.22kg/cm2 complete in all respect with in all leads and lifts to the entire satisfaction of the egnineer-in Charge (25MM Dia)

Laying Jointing testing in trenches galvanised mild steel tube screw and socked IS marked confirmaing to IS 1239 and latest to the upto date amendments complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in charge (The earth work in trenches will be made and paid for separately complete in all respect with in all leads and lifts to the entitre satisfaction of the Engineer-in-Charge

32 mm dia (L)

50 mm dia (L)

65 mm dia (L)

80 mm dia (L)

100 mm dia (L)

125 mm dia (L)

Providing and Fixing Brass full way Wheel valve complete in all respect with in all leads and lifts to the entire satisfection of the Engineer in Charge.

32 mm dia

50 mm dia

65 mm dia

80 mm dia

Supply of submersible pumping set of Kirloskar/Kilburn/Clama/Crompton/KSB make conforming to BIS; 8034-1976 latest suitable for lifting clean water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacturer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:- (2X40=80 HP)

Total Head-82.97 mtrs Discharge required from each pump- 18.58 Lps of each pump No. of Pump required-2.00 Nos. (One will act as standy) Location of the site of installation of machinery-The site is located at a distance of 4 KM from Pathankot (Chakki) Railway station by road & 0.100 KM on head load (for the installation of both) The attitude of installation-The altitude of place is 465.00 mtrs above MSL Type of current- AC three pahse supply with Rate voltage-415+10% Type of water and its source-Clear water from tube well Charactristics of water- a) Ambient Temperature dig.C-20 dig C b) Turbidity NTU-113 NTU c) Hardness260Mg/ltrs (as CaCO3)-540 Mg/ltr d) PH- 6.5 to 8.5 e) TDS-540PPM f) Other- Depath of Tube well-125.00 mtrs LWL in Tube well-480.00 mtrs Center line level of Pump-480.00 mtrs Discharge level of hightest point-588.65 Static head in mtrs-40.. mtrs Length of R/Main-750.00 mtrs Dia of rising main-150 mm GI (M) Pipe 4.80 mm thickness No of working hours per day-8 Hours Limit of pump operation- (-) 15 % (+) 10 % of toal head R.P.M of pumping set-2900 RPM Test run-8 Hours continueoulsy for 7 days

Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for Submersible pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 No. pump of rating 20 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. Reputed make complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

Supply of Kirloskar/ Kilburn/Leader make Cast iron double flanged swing check type reflux valve 125mm dia class PN 1.6 having bye pass arrangement ( to be provided on delivery side) of size of one size higher than the delivery size of pump and shall be suitable for with standing nominal seat presure of 16.22 Kg/Cm2 confirming to BIS 5312-1984 Part-I complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles ,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

On supply side of 3½ core coper cable16 mm^2 ( From HPSEB Meter to Switch & Starter).

On motor side 3 core flat joint less copper cable of size 10 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply of standarad make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments. complete in all respect with in all leads and lifts to the entire satisfaction of the Engineer in Charge.

Laying, Jointing and Testing of G.I. pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of

Delivery pipe _______ mm dia G.I. medium class (siize and dia will be specified by the trenches)

P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with upto date ammendments for above motor & other electrical equipment.

Errection of all equipments including cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

MANISH LOHAL

sarbjeet singh katoch

KULDEEP DOGRA