Providing FSSM Co-Treatment System Capacity 42.90 KLD along with existing STP for Mandi Town, in Distt. Mandi

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.

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.

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 20 mm nominal size) in all leads and lifts. Hand mixed concrete linning in bed : complete in all leads and lifts.

Hand mixed concrete linning on side slopes : complete in all leads and lifts.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand): 8 graded stone aggregate 40 mm nominal size) in all leads and lifts.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm in all leads and lifts.

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete in all leads and lifts.

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete in all respect.

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform in all leads and lifts.

90% (Ninety 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 .

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls Under 20 cm wide in all leads and lifts.

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.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm in all leads and lifts.

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 cost of centering, huttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm in all leads and lifts.

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.

Steel reinforcement for R.C.C. 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.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 sand )

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

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (i) Electric resistance or induction butt welded tubes

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

Boulder filling dry hand packed tightly under floors in all leads and lifts.

Providing and Fixing of Precast SFRC Manhole Cover with Frame conforming to IS-12592 (Part - I)-1998 with latest ammendments 560 mm dia in all leads and lifts. i) Medium Duty

Providing and laying Double Flanged (Screwed/Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : complete in all leads and lifts. 250 mm dia

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:4 within all leads and lifts.

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) : within all leads and lifts.

20mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar 1:4 (1 cement : 4 sand) within all leads and lifts.

Providing & fixing UV stabilised 6mm polycarbonate sheet, Multiwall polycarbonate sheets, bolts & nuts 8mmdia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc.The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured.They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. within all leads and lifts.

Providing and fixing 15 cm. wide 45 cm. overall semicircular G.I. Sheet gutter with iron brackets 40x3mm size bolts and nuts and washers etc. including making necessary conections with rain water pipe complete as per design within all leads and lifts.

Providing and fixing Ridges or Hips 60 cm overall with Poly Carbonate Sheet in roofing iron J or L hooks, bolts & nuts 6mm dia G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.

Providing and fixing galvanised M.S. wire gauge of I.S. gauge designation no. 85 g with wire of dia 0.56 mm complete with all accessories as required as per the direction of Engineer in Charges.

Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes 150 mm dia conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters class K7 with cement mortor lining in side duty 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 separetely) in all leads and lifts.

Providing and jointing tyton (Push on joints) to Ductile iron pipe 150 mm dia and fitting including testing of the joints, cost of rubber gasket (EDPM quality) conforming to IS 3382 latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition

Providing and fixing all socket DI Tee/ Cross as per IS 8329 or letest additional amendments including carriage of material within all leads lifts complete in all respect. 150 mm dia

Providing and fixing of Cast Iron Sluice Valve of following dia mentioned below class PN 1.0 with Flange Table - 17 conforming to BIS : 14846-2000 or latest with upto date ammendments of BIR / KARTAR / PELICON make including cost of flanges with nut & bolts, rubber insertions washers (gasket) etc. as per specifications complete in all respect in all leads and lifts and to the entire satisfaction of Engineer - in - Charge.

250 mm diameter

150 mm dia

Providing and fixing Screen Gate (Manual Operation), MS with Epoxy Coated, MSEP Sluice Gate including all leads and lifts.

Providing and fixing Screen Channel (Manual Operation), screen inclined at 55 degrees, MS with Epoxy Coated, MSEP including all leads and lifts.

Providing, Supply and errection of Non Clog submersible pump as per the Curve chart & site conditions. 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). with suitable application in all respects and to the entire satisfation of Engineer-in-Charge. Head 20 Mtr & Discharge :-1.5 LPS of (Single Phase)=6 Set

Providing and fixing of Sluice Valves and NRVs, Bends, 100mm, 150 mm, 250mm dia of Kirloskar/Leader make including all leads and lifts

Providing and fixing of Cables from motor to control Panel including all lead and lifts.

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

Providing, Manufacturing, Supplying and Fixing of Fencing Panel of Size. 1.20 M X1.20 Meters fitted with Expended Metal Jali 25 X 25 mm mesh welded with M.S. angles for stand 40 x 40 x 5 MM including cutting, welding, painting with red oxide paint complete in all respect and as per with MS flat cover 25 X 5 MM M.S. hold fast made of M.S. angle 40 x 40 x 5 MM mesh panel of size 1.20 X 1.20 M fitting with expended metal mesh embended in cement concrete Pillars complete in all respect as per direction and to the entire satisfaction of the Engineer - in - Charge.

Dressing of bed and prepration of sub grade for linning in pick work complete in all respect.

Dressing of side slopes and prepration of sub grade for linning in pick work : complete in all respect.

Providing and fixing New generation energy saving & environmental friendly, long life, High-pressure die-cast aluminium housing Flood Light with toughened Glass cover. 50W LED of reputed make and other fittings etc.complete in all respect in all leads and lifts.

Providing and fixing Havells PVC insulated and PVC Round Sheathed, Multicore Annealed Bare Copper Conductor (flexible) industrial cable for Voltage Grade 1100 Volt, Conforming to IS 694 : 2010 of 1.50 Sqmm complete in all respect in all leads and lifts.

TERMS AND CONDITIONS.

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.

All rates should be inclusive of all taxes i/c G.S.T.

Security, Income tax ,G.S.T, labour cess and surcharge as applicable under various clauses of form PWD 6&12 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.

The Cement, steel & DI Pipes shall be issued by the department from JSV Divisional Store Raghunath Ka Padhar Mandi Cement @ 368/- per bag, Steel Rs.7615/-only per qtl. DI Pipes free of cost respectively. 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.

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.

The firm shall make all the arrangement for working during night hours at its own cost.

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.

Only crushed well graded stone aggregate shall be allowed in concrete

The final payment will be made to the contractor after testing/completion of work.

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.

Nothing shall be paid for rejected work/material

No deviation shall be allowed without the prior permission of the Engineer-in-charge.

(Other Terms Conditions Attached Separately).

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 i

ndent/award by the Engineer-in-Charge .

The firm shall arrange dispatch of offered pumps and motors to the consignee direct from the manufacturers /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.

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

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.

The firm shall supply the manufacturers manual for the operation and maintenance of the pumping equipments.

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.

The firm shall supply layout drawing in respect of various components ,such as suction pipes, valves, cable trenches, control panel etc.

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 authorized 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.

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.

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.

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.

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.

The location of site can be ascertained from the concerned Assistant Engineer, and the rates quoted by the firm shall be inclusive of all mechanical and manual transport within all leads and lifts to the site of work.

All the equipment/ material shall conform to the relevant BIS specifications, wherever applicable and in its absence to any accepted National/International standards.

All the equipments shall be guaranteed 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 Nationalized 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.

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.

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.

90% (Ninety 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 along with accessories received together at site of work in good condition. The balance 10% 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.