|
| 1 | Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work, blasting work, chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15 cm. layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surplus excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-Charge. |
| 2 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. (i) Ordinary rock) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size in all leads & lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand): 4 graded stone aggregate 20 mm nominal size) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 6 | Centering and shuttering includung strutting, propping etc. and removal of form fo all heights.: foundation footing bases of columns etc for mass concrete in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 7 | Centering and shuttering includung strutting, propping etc. and removal of form fo all heights.:walls (any thickness) including attached pillasters buttresses, plinth and string courses etc in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 8 | Centering and shuttering includung strutting, propping etc. and removal of form fo all heights.: Suspended floors, roofs landings balconioes and access platform in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 9 | Lintels ,beams,plinth beams,girders,bressumers and centilivers. |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Edges of slabs and breaks in floors and walls. |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 13 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 15 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window ills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (1 cement: 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 16 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 17 | Providing and Fixing Bearing Plate 25 mm thick including GI Hooks embended in RCC 1:1.5:3 in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 18 | Providing and Fixing Roller Bearing complete job in all respect and to the entire satisfaction of the Engineer-in -Charge. |
| 19 | Providing and Fixing Poker Bearing complete job in all respect and to the entire satisfaction of the Engineer-in -Charge. |
| 20 | Providing and Fixing Launching of bridge complete job in all respect and to the entire satisfaction of the Engineer-in -Charge. |
| 21 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 22 | Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from mmercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required ngle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel elded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: |
| 23 | Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws etc. complete. (i) 40mm thick 2nd class Deodar wood in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 24 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 25 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 26 | 6 mm cement plaster of mix in cement mortar 1:3 ( 1 cement : 3 sand) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 27 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. (i) Concrete Work:- |
| 28 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 29 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 30 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar. ladder, railings, brackets, gates and similar works in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 31 | Steel work welded in built up sections,trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint: In trusses and trussed purlins in building. in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 32 | Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster 5 microns primer coating icluding fixing with prepainted iron J or L hooks, bolts and nuts 6mm diametre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-In-Charge. |
| 33 | Providing and fixing ridges or hips 60cm over all with 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating back coat of polyster of 5 microns primer coating including fixing with prepainted iron Jor L hooks, bolts and nuts 6mm dia and prepainted G.I. limpet and bitumen washers complete with all accesoriees as required and as per the direction of Engineer-In-Charge. |
| 34 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 35 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete in all respect in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 36 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture complete in all respect in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 37 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete in all respect in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 38 | Providing and Fixing vitreous China wash, down water closet (EuropeanType WC pan) with integral \\"P\\" or \\"S\\" trap including jointing the trap with soil pipe in cement mortar 1:3 (1 cement : 3 sand) ( seat and cover to be measured and paid for seperately) : Angle Indian (Universal Closet) in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 39 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 40 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15mm nominal bore in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 41 | Providing and fixing PVC water storage tank of 500 liters capacity of superior quality including all accessories and fittings, complete in all respect in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 42 | Providing and fixing on wall face PVC (D - Plast) rain water pipes of working pressure not less 4.5 Kg/Sqcm including fitting the joints with approved adhesive complete with in all leads , lifts and carriage of materials.100mm dia and as per the entire satisfaction of Enginner-in-Charge. |
| 43 | Providing and fixing high pressure UPVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete. including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. single equal branch,oval access door,collars, \\"P\\" or \\"S\\" trap etc., with clamps at 1.20 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge Concealed work, including cutting chases and making good the wall etc. (i) 110mm dia in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 44 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti- microbial fusion welded, having thermal stability for hot & cold water supply, including all PP- R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in Charge. PN - 16 Pipe, 20mm OD |
| 45 | Providing and fixing brass bib cock of approved quality :15mm nominal bore complete in all respect in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 46 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 47 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.(i) Semi Rigid pipe 32mm dia in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 48 | Providing and fixing 100 mm sand cast Iron grating for gully trap in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 49 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :250mmx16mm in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 50 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :150mmx10mm in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 51 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125mm in all leads and lifts and as per the entire satisfaction of Enginner-in-Charge. |
| 52 | Providing, Supply and errection of Non Clog submersible pump of KSB / Kirloskar/ WILO (Mather & Platt) make with impellers priming funnel, casing ring & shaft sleeves suitable for lifting sewage undermentioned charactristics as per manufacturers standard practice, coupled directly to electric induction motor The pump set shall be suitable for operation on 415 +/- 10% volts, 3 phase AC supply The power of motor shauld be at least 10% in excess of minimum power required by the pump in complete range of +10% and (-) 15% of DP head. The motor confirm to latest IS specifications with upto date ammendmentsas per the Curve chart & site conditions (Mats shall be of minimum IE-2 specification). The pumping machinery include automatice control pannel, main MCB, Voltmeter, Amperemeter, Power capacitor, Control MCB, Supply & motor side cable/NRV/Sluice valve/Common Header Job/Earthing and the all other required accessories/ components requirement as per latest IS code (latest edition and CPHEEO manual). Length of along with automation R/Main:-1500 Rmt,(ii) Dia of R/Main:- 400mm dia (DI Pipe double flanged K9),(iii) Discharge of pumpset:-66.84 LPS (each),(iv) Head:-32.04Metre,(v) Location:- Sain Near HPSEB Office |
| 53 | Providing and Supplying INDEF/POWER FULL make Chain pully blocks 2.00 MT (ISI marked), INDEF/Powerfull ISI Marked M along with 6.00 meters Chain complete in all respects and to the entire satisfaction of the Engineer - in- charge. |
| 54 | Providing and installation of exhaust fan of following sizes in the existing opening, including making the hole to suit the size of the above fan, making good the damages, connections, testing and commissioning etc. as required:-Exhaust Fan, Heavy duty, 600 mm sweep |
| 55 | Providing, Laying, jointing and testing of double flanged (screwed/welded) centrifiugally (spun) ductile iron pipes conforming to BIS-8329-2000 ( latest with up to date ammendments) in length of 5.00 mtr.class K9 with cement mortar lining in side duly ISI marked including cost of Tyton(Push or joints)fittings including testing of joints and rubber gasket(S&R quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separately) in all leads and lifts. 400 mm dia. |
| 56 | Boulder filling dry hand packed tightly under floor in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 57 | Wire crate of G.I.wire filled with boulders with against the wire (Boulder filling to be measured and paid for seprately) G.I.wire 5mm thick corresponding to SWG-6 ( 15cm x 15cm) in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 58 | Wire crate of G.l.wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for seprately)and to the entire satisfaction of the Engineer - in- charge. |
| 59 | Providing, Supplying and fixing of Kirloskar/Mahindra make 400 Kva Liquid Cooled Diesel Generating Set with Advanced Cold Starting Capability Comprising of Cooled CRDI DV8ETA 4G2 (CPCB IV+ Norms compliance) developing 490 BHP @ 300 RPM Directly coupled with 5 KVA Alternator rated at 3 Phase 415 Volts,50 Hz and 0.8 p.f. both mounted and Aligned on Common Base Frame complete with inbuilt MS Fuel Tank, Residential Exhaust Silencer, AVM pads fitted on Base Frame 2 No's Battery of suitable capacity for 24 Volts Operating System, (Without Standard Manual Panel) all housed in Acoustic Enclosure complete in all respect in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 60 | Providing, Supplying and fixing of Kirloskar/Mahindra or any JSV approved make 250 Kva Liquid Cooled Diesel Generating Set with Advanced Cold Starting Capability Comprising of Cooled CRDI DV8ETA 4G2 (CPCB IV+ Norms compliance) developing 490 BHP @ 300 RPM Directly coupled with 5 KVA Alternator rated at 3 Phase 415 Volts,50 Hz and 0.8 p.f. both mounted and Aligned on Common Base Frame complete with inbuilt MS Fuel Tank, Residential Exhaust Silencer, AVM pads fitted on Base Frame 2 No's Battery of suitable capacity for 24 Volts Operating System, (Without Standard Manual Panel) all housed in Acoustic Enclosure complete in all respect in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 61 | Providing and Fixing following rating, four pole, 415 volts. On-Load change over switch unit Havell's / C & S make, AC 23 A duty, in sheet steel enclosure, with enclosure type COLE operation, including drilling holes on the board, making connections, etc. as required.(i) 400 Amps. |
| 62 | Providing and laying of one No. aluminium conductor, PVC insulated and PVC sheathed, armoured/XLPE power cable, working voltage 1100 volts grade on surface etc. of 400 sqm.mm (3.50 Core) in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 63 | Earthing with G.I earth pipe 4.5mtr.long and 40mmdia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required and to the entire satisfaction of the Engineer - in- charge. |
| 64 | Extra for using salt and coke for pipe earth electrode complete as required in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 65 | Providing and Fixing Aluminium Thimbles of 400 Sqmm in all leads and lifts. |
| 66 | Providing and fixing 25mmx 5mm G.I. strip in 40mm dia. G.I. pipe from earth electrode etc. as requiredin all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 67 | Wiring for light point / fan point / exhaust fan / call bell retardant (HRFR) and low smoke single core (flexible) point with 1.5 Sq.mm. PVC insulated heat resistant flame copper conductor cable in PVC casing & capping and insulated single core copper conductor cable as required earthing the light point with 1.5 Sq.mm. HRFRLS/PVC Group Cin all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 68 | 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 1.50 Sq. mm in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 69 | 2 x 4.00 Sq. mm. |
| 70 | Supplying and fixing 5 pin 5/6 amps. Socket outlet on the exists switch box/covers including connections etc. as required in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 71 | 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 in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 72 | Supplying and fixing 6 pin 15/16 amps. Socket outlet on the exists switch box/covers including connections etc. as required in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 73 | 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. |
| 74 | 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.229 mm.x 102 mm.x 60 mm. deep in all leads and lifts. |
| 75 | 203 mm.x152 mm.x 60 mm. deep as per entire satisfaction of the Engineer - in- charge. |
| 76 | Supplying and fixing ceiling rose on existing junction box/ wooden block including connections etc. as required in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 77 | Supplying and fixing plain pandent with 16/20 mm twin twisted, flexible PVC insulated copper cable and backelite pendant holder including connections, etc. as required in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 78 | Supplying and Fixing 5 Amps to 32 Amps rating, 240 Volts, L series miniature circuit breaker of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required Cat - A. (Single Pole)in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 79 | Supplying and Fixing of following way, single pole and neutral, sheet steel, MCB distribution board, 240 Volts on surface/ recess, complete with tinned copper busbar, netural link, earthbar, dibnbar, detachable gland plates, inter connections, i/c painting, earthing etc. as required busbar 8 wayin all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 80 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (63 amp. CAT - A) in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 81 | Providing, installing, testing and commissioning of ceiling fan and regulator i/c wiring the down rod of standard length (upto 30 Cm with 1.5 Sqmm PVC insulated copper conductor signle core cable etc. as required.Ceiling fan 1200 mm sweep category A in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 82 | Providing and fixing Decorative ultra slim polycarbonate LED lighting fixture with high lumen output, environmental friendly, energy efficient complete with all accessories, connections, testing and commissioning etc. as required in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. |
| 83 | 25 W 6500 K |
| 84 | Supplying and Fixing 5 Amps to 32 Amps rating, 240 Volts, L series miniature circuit breaker of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required Cat - A. (Single Pole)in all leads and lifts and to the entire satisfaction of the Engineer - in- charge. Please Enable Macros to View BoQ information Terms and Conditions. TERMS AND CONDITIONS. |
| 85 | The work shall be executed as per HPIPH specifications, CPHEEO manual with latest amendments on sewerage and sewage treatment, relevant IS codes and to the entire specification of the Engineer-in-Charge. |
| 86 | All rates should be inclusive of all taxes i/c G.S.T. |
| 87 | Security, Income tax ,G.S.T, labour cess and surcharge as applicable under various clauses of form PWD 6&8 will be deducted from the each running bill of the contractor by Executive Engineer under building and other construction for workers welfare cess act 1996. |
| 88 | The Cement & steel shall be issued by the department from JSV Divisional Store Raghunath Ka Padhar Mandi Cement @ 368/- per bag, Steel Rs.7371/-only per qtl. against proper indent thereafter carriage of material to the site of work and storage/ watch and ward of issued material shall be responsibility of the contractor in all leads and lifts by all means of transport shall be born by the contractor. |
| 89 | The DI Pipe Shall be provided by the Contractor at their own Cost. |
| 90 | All machineries/equipments required for laying/hoisting of pipe line will be arranged by the contractor/firm at its own cost and nothing extra shall be paid on this account. |
| 91 | The firm shall make all the arrangement for working during night hours at its own cost. |
| 92 | The rates of all the items shall be inclusive of the carriage of all the materials to charged all leads and lifts to the site of work. |
| 93 | Only crushed well graded stone aggregate shall be allowed in concrete |
| 94 | The final payment will be made to the contractor after testing/completion of work. |
| 95 | The firm/contractors has to submit its working schedule of various components by proposing/completion target dates of each component and adhered to these target strictly. also get it approved from Engineer-in-charge. before start of the work. |
| 96 | Nothing shall be paid for rejected work/material |
| 97 | No deviation shall be allowed without the prior permission of the Engineer-in-charge. |
| 98 | To provide D.I. pipe \\"HP JSV\\" engraved on each pipe after every one meter of Jindal / Tata/ Electro steel make as per NIT specifications and to the entire satisfaction of the Engineer-in-Charge. |
| 99 | Third party inspection from approved agencies i.e. RITES, ONV, BUREAU VIRTAS,OSS,EDILIPSE etc. Shall be carried by contractors in the presence of satisfaction of JSSV (not below the rank of AE) and nothing extra will be paid the contractors. |
| 100 | Foundation of pillars may be laid below the scour depth. |
| 101 | More distance of pipe flange to be laid over pillars shall not exceed 0.45 meters. |
| 102 | Pillars must be welded with steel section to act as steps for repair work. |
| 103 | All steel sections shall be protected with anti corrosion point. |
| 104 | Contractor shall be confirm the alignment with Executive Engineer Mandi before execution and accordingly the contractors will submit the design and drawing of civil works & pipes. Both hydraulic & structural design shall be submitted in 4 No’s fair copies. The hydraulic and structural design shall be vetted from any reputed institute like any IIT’s/NIT’s. The complete responsibility of hydraulic and structural design & drawing will be of contractors the institute vetting the same. |
| 105 | The firm shall forward a copy of supply order/indent placed by it for the supply of pumps and motors on the manufactures/authorized dealers of the pump and motors to the consignee within 30 days after issue of the letter of indent/award by the Engineer-in-Charge .The copy of supply order/indent to the consignee should also accompany the dealership certificate of the dealer for the pumping machinery in case the pumps and motors are arranged from the authorized dealer. |
| 106 | The firm shall arrange dispatch of offered pumps and motors to the consignee direct from the manufactureres /their authorized dealers of the pumping machinery for which the supply order/indent has been placed by the firm. The packing slip should indicate the details of materials in the package and material of construction of pumps and motors. |
| 107 | The shop test for the pumps and motors shall be carried out at manufacturers works in the presence of representative of the department as per IS-325-1978.The test performance certificate of the pumping machinery shall be arranged by the firm from the manufacturers and get it approved from the Engineer-in-charge before actual dispatch of the pumping machinery |
| 108 | The firm shall supply the recommended list of spares and quantities required for normal working of pumping machinery(2 years) from the manufacturers of the aforesaid equipment at the time of quoting rates and shall quote items rates for the same also. |
| 109 | The firm shall supply the manufacturers manual for the operation and maintenance of the pumping equipments. |
| 110 | The firm shall arrange operation and maintenance training to the operating staff for the pumping machinery (with out extra cost) for a period of 7 days i.e. during the testing period. |
| 111 | The characteristic curves of the pumping equipment shall be supplied with the offer, other wise the tender shall be rejected. |
| 112 | The firm shall supply layout drawing in respect of various components ,such as suction pipes,valves,cable trenches,control panel etc.from the foot valve location to the common header,which shall extend upto 5 metre from the outer walls of the pump house towards rising main. The details of foundations required for various components shall also be supplied by the firm within 30 days of the letter of indent/award. |
| 113 | The installation of pumping machinery above 100 HP shall be inspected by the technical representative of the manufacturers, of rank not less than that of a services Engineer,at the work site and inspection certificate shall be supplied to the Engineer-in-charge .This inspection shall be in addition to the test report and nothing extra shall be paid on this account. |
| 114 | The wiring and installation of electric equipment shall be as per HPSEB rules and regulations and subjected to the approval of the Chief Electrical Inspector and or his authorised officer. Any defect pointed out shall be rectified by the firm without any extra cost.The wiring and installation of all electrical equipment shall be done by a licensed contractor of approved class of HPSEB authorities on their approved format (form D)for release of power connection by the firm without extra cost. |
| 115 | The temporary electric connection, if required during installation shall be arranged by the firm at its own cost and energy charges shall also be paid directly by the firm to the HPSEB. |
| 116 | Prices of all items shall be F.O.R. site of work inclusive of all leads and lifts and shall be inclusive of all charges of transportation, insurance,packing,taxes and duties such as sale tax, excise duty, local taxes etc. |
| 117 | The rates shall be quoted only on the format of schedule of quantities, which is attached with the tender document giving all specified data so desired therein. |
| 118 | The rates offered for the specified makes in the schedule of quantities only shall be considered .Rates quoted for part or non specified makes shall lead to rejection of the tender. |
| 119 | The location of site can be ascertained from the concerned Asistnt Enginweer, and the rates quoted by the firm shall be inclusive of all machanical and manual transport within all leads and lifts to the site of work. |
| 120 | The contractor is requested to inspact the site before quoting his rate. |
| 121 | All the equipment/ material shall conform to the relevant BIS specifications, whereever applicable and in its absence to any accepted National/International standards. |
| 122 | The general specifications of work shall conform to Punjab PWD/HPPWD specifications as per direction of the Engineer-in-charge. |
| 123 | The validity of the tender shall not be less than 120 days otherwise the tender shall be summarily rejected. |
| 124 | All the equipments shall be guaranted against any manufacturing defect including metallurgy and its performance for a period of 12 (twelve)months from the date of commissioning. Any defect,if noticed within the stipulated period shall be rectified by the firm at its own cost within 15 days of bringing the same to its notice. The guarantee clause shall be substantiated by a guarantee bond of a Nationalised Bank for an amount equal to the cost of pumping and electrical equipment (accessories included)pledged in the name of the Executive Engineer-in-Charge at the time of applying for refund of security deposits. The guarantee bond shall be released after the expiry of the guarantee period. |
| 125 | The installed pumping machinery and other allied accessories shall be tested daily for stipulated pumping hours in the NIT (20 Hours) for a period of seven days without extra cost. However the cost of electricity and water shall be borne by the department. |
| 126 | During the guarantee period efficiency of the pumping and the electric equipment should not vary beyond the range(+/-)2.5%. If during guarantee period, the efficiency falls beyond 2.5% to a maximum of 5%,1% cost of the pump set for 1% fall of the efficiency shall be deducted. In case of fall of efficiency beyond 5% the pump set shall be rejected and cost of the effected pump set recovered from the pledged Bank guarantee and or from the security deposit as the case may be. |
| 127 | 80% (Eighty percent) payment of the cost of pumping machinery and equipment less 10% security and other statutory recovery shall be made after receipt of complete pumping machinery i.e. pump and motors alongwith accessories received together at site of work in good condition. The balance 20% cost after deduction of the security and other recoveries shall be released after successful and satisfactory installation ,testing of entire equipment. Ten percent security deposits shall be released as stipulated in the agreement. |
| 128 | 90% (Ninty percent) installation charges shall be released after satisfactory installation of all the pumping and electrical equipment.Remaining 10% of installation charges shall be released after testing of the entire equipment . |
| 129 | In absence of performance curve,no offer will be entertained. |
| 130 | The contractor will submit the design of RCC circular Manhole chamber which will be approved by Superintending Engineer before execution of work. SPECIAL CONDITIONS |
| 131 | The alignment of pipe line is subject to change as per site conditions. Most suitable and technically feasible alignment as per directions of Engineer-in-Charge shall be followed at site and nothing extra shall be paid beyond the approved rates. |
| 132 | All machinery/equipment required for laying of pipes shall be arranged by contractor/firm. |
| 133 | The firm has to give its working schedule for various components before start of work and get the same approved from Engineer-in-Charge. |
| 134 | The measurement for providing and laying and jointing of pipes laid be made only after the same is tested.The back filling shall be allowed only after the said testing. |
| 135 | L-Section /plans of the pipe line can be seen in the divisional office at jon any on any working day. |
| 136 | The firm shall make all the arrangements for working in night hours if required at its own cost. |
| 137 | Any damage caused to metalled/un mettalled road,street ,and jparks and to any other structure during the execution condition by the firm at its own cost. |
| 138 | The rates of all items shall be inclusive of the carriage of all the materials within all leads and lifts to the site of work. |
| 139 | The work shall be executed as per BIS codes,HPPWD specifications recommendation of mannual on water supply and treatment and to the entire satisfaction of the Engineer-in-charge. |
| 140 | The pipes shall be inspected by the Inspecting Officer appointed by the Engineer-in-Charge before despatch of same from the manufactures works. |
| 141 | No.and location of air valves and scour,tees is tentative and is subject to change as per site requirements.Acutally location shall be decided by Engineer-in-Charge and payment shall be made as per actual number provided at site without any deviation limit. |
| 142 | The firm shall quote rate for the requirement thickness as provided in the schedule of quantity otherwise tender will not be accepted. |
| 143 | In case the pipes of required thickness stipulated in the schedule of quantities asre not in the manufacturing range,the firm may quote ratre for telerance as approved by ISI. But nothing extra shall be paid for (+)side telereance.The rate for (-) side telerance will be decided accordingly.In case the pipes are supplied in (-) side telerance,recovery will be effected for the difference of weight of pipe required and pipe supplied on the basis of their rates. |
| 144 | The firm should supplied the experience certificate for completing two or three work of similar nature successfully. |
| 145 | Thesite shall be inspected by the tender or before offering his rates, |
| 146 | The contractors will be responsible for watch and ward of material at site of work will completion and handing over works to department. |
| 147 | Statement of length where the pipe is not burried undeerground due to rocky shall be attached with every bill for the inspection of Engineer-in-charge. |
| 148 | The pipe will got inspected from Engineer-in-charge before laying and under specification pipe will be rejected and nothing will be paid to the contractor for the same. |
| 149 | The work will be executed as per PWD specifications to the entire satisfaction of the Engineer-in-charge. |
| 150 | The offer shall be included all transportation charges Octorior any other tax levied on route and the rate qouted should be inclusive of all lsuch lavies and taxes. |
| 151 | The entire pipe line before actual commissioning shall be throughly diinfected and finished in accordance with standard practice. |
