Tender for ws scheme Faqarsar block kotbhai

Extra for every 30 meters additional lead beyond leads specified in upto 150 meters

Carriage of Jallalabad sand (Lead 85Km) 6 Km to 85 Km

Carriage of Pathankot Sand + Bajri (Lead 300 Km) 0 Km to 300 Km

Earth work excavation in ordinary soil exclusive of compensation of earth (g) Compaction :- (i) Extra for laying earth as per specification for compaction in 20 cm. layers and dressing but excluding cost of rolling. (ii) Extra for watering the earth laid in 20cm layers as per specification for compaction with water to be made available by department at natural ground level opposite the site of compaction.

(iii) Extra for rolling to specifications Earth filling

Extra for wet earth work from bottom of excavation upto level of sub soil water

Extra for wet earth work from level of sub soil water upto 30 cm above.

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30m.

Shuttering for faces of concrete foundation and foundation beams (Vertical or battering)

Centring and shuttering for faces of walls, partitions,retaining walls and the like (vertical or bartering including attached pillasters buttersses etc. when curved.

Centering and shuttering for flat surface such as suspended floors, roofs, landing, chhajjas, shelves etc.

Centering & Shuttering for RCC domes

Cement Concrete 1:8:16 with 40 mm gauge stone aggregate using concrete mixer volumetric type.

CC 1:4:8 with stone ballast 40mm gauge using concrete mixer volumetric type.

Cement concrete 1:2:4 with stone ballast or single block to fix floating arm using concrete mixer volumetric type.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth.

Reinforced cement concrete M-20 with machnically batch mixer using excluding steel reinforcement centring and shuttering in foundation & plinth.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure.

DPC 4 cm thick of Cement Concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sq.mt. laid in hot and sanded.

1st class burnt brick laid in cement sand mortar 1:5 in foundation and plinth.

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

Terracing consisting of tiles 22.86 Cm x 11.43 Cm x 3.81 Cm laid over 25 mm mud plaster 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 kg per sqm. On top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc.

Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.

Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3.

Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-incharge. (If fixed on wall face clamp to be paid separatly as per respective item)

Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.

Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.

Conglomerate floor 40mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling.

Sand filling under floor and in well of bridge foundation including handing within 100 metres

Cement Pointing 1:2 flush on flat brick flooring.

Cement Pointing 1:2 flush on Brick on edge flooring.

12.5mm thick cement plaster 1:2 with rendering

12.5mm thick cement plaster 1:3

Plastering on under side of ceiling 10mm thick cement plaster 1:3.

Mud plaster 25mm thick without gobri leaping including all material.

Extra for 4mm thick addition cement plaster 1:4 (On LDPE film) 6mm thick cement plaster covered

White washing (Two coats)

White washing (Three coats)

Finishing walls with exterior decorative cement based paints such as snowcem, Rabbiacem etc. on new work two coats to give an even shade

Applying priming coat with metal primer on wood work including preparation of surface withpainting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work with ordinary quality paint

Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position. (ii) 35mm thick

Cold Twisted Steel deformed (ribbed/ tor steel) Bars,for Fe 500 grade RCC works,where not included in the complete rate of RCC including bending binding and placing in position complete.

Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section(standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D. specifications including bolts for fixing stops, locknotch provision for receiving tower bolts,Hydraulic spring and finished with one iming coat of approved quality, fixed in position,including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete. Doors and windows frame of size 113mm x 60mm with 35 mm wide single rebate weighing 3.38 kg per meter.

Providing, Laying, fixing & jointing of PVC pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing & testing including cost of specials & Excavation manually & back filling complete as per specification. 63mm o/d (6 Kgf./cm2)

90mm o/d (6 Kgf./cm2)

110mm o/d (6 Kgf./cm2)

160mm o/d (6 Kgf./cm2)

200mm o/d (6 Kgf./cm2)

Providing, Laying, fixing & jointing of PVC pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing & testing including cost of specials & Excavation mechnical & back filling complete as per specification. 63mm o/d (6 Kgf./cm2)

90mm o/d (6 Kgf./cm2)

110mm o/d (6 Kgf./cm2)

160mm o/d (6 Kgf./cm2)

Providing Stringing out, cutting Jointing &testing for C.I. Double Flanged pipes with casted flanged as per IS:7181, class-B(ISI marked with the prior approval for Engineer-in-Charge) and laying the same in trenches to correct alignment and gradients jointed with nut bolts and rubber Insertion fitted complete including all cartage, excavation back filling. (d) 200mm i/d

c) 150 mm i/d

Supplying and laying C.I. Specials as per IS:1538 complete as desired by Engineer-in-Charge conforming to ISI specifications. Note: IF C.I. Specials of ISI Marked is used instead of specials C.I. specials upto 300mm i/d

Providing & fixing C.I/D.I. flanged end, stem of SS (AIS 1410) and Bronzel (gunmetal) working parts sluice valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approved of Engineer-in-charge) Class PN-1 as per ISI (a) 80 mm i/d Sluice Valve Flanged

(b) 100 mm i/d Sluice Valve Flanged

(c) 150 mm i/d Sluice Valve Flanged

(d) 200 mm i/d Sluice Valve Flanged

Providing & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS-5312/2004 in pipe lines including jointing & cost of Nut Bolt, rubber insertion etc. Complete Note: If Non-return vlaves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra. (d) 150mm i/d

(e) 200 mm i/d

Providing & fixing & Jointing Cast Iron Surface

Providing and laying, jointing, fixing, testing G.I. Pipe Lines B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (e) 50mm i/d

Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe line laid in the ground or inside buildings including all carriage complete. (e) 50mm i/d

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawing of public health department. a) (Size 0.60 x 0.60 Mtr.)

b) (Size 0.90 x 0.90 Mtr.)

Earth work in excavation in Foundations Trenches etc., for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works to full dimension and depth as shown on the drawings or as shall be required by Engineer in- charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around Plinth/structures in 15 cms. layers with compaction including Disposal of surplus spoils as Directed within a lead of 15.00 Metres.

Earth work in excavation in Foundations Trenches etc., for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works to full dimension and depth as shown on the drawings or as shall be required by Engineer in- charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around Plinth/structures in 15 cms. layers with compaction including Disposal of surplus spoils as Directed within a lead of 15.00 Metres.

First Class Brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to template, over dressed foundation and to correct longitudinal and cross slopes as shall required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.

1st class flat brick paving or flooring laid over and in cement sand mortar 1:5

Providing & Fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD) (c) Medium duty

Providing orange color safety footrest of minimum 6mm thick plastic encapsulated as per IS 10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mmx26mm and overall minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm trend on top surface by ribbing or chequaring besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75 cm cement concrete block 1:2:4 complete as per design.

Recessed conduit pipe wiring system wiring in PVC insulated aluminum conductor cable left base(Un-sheeted) in welded conduit pipe(1.60mm thick) recessed in wall etc., complete with cast iron box for having fan regulators, wall sockets and switches etc. and covered with 5mm thick Brown/ bakelite/ white/ glazed/ Translucent backside painted with matching colour of the surrounding sheet 5mm thick and flush piano type switches, wall sockets and ceiling rose etc. including cost of cutting and filling up of chases. (I) a Fan points 1.5 mm² (1/1.40 mm) cable

(ii) Light points 1.5 mm² (1/1.40 mm) cable

(iv) Wiring 3 Pin 6 AMP plug control

Earthing of Sheet metal/ iron clad switches and metallic cases etc., with 20 mm x 3 mm thick electrolytic copper tape rivetted (with 10 nos. copper rivets) to 30 cm x 120 cm x 3 mm thick tinned copper plate (made cylindrical)

Providing & fixing D.I. Pipes & Specials including cost of earth work in excavation & back filing complete. 100mm i/d

Providing and Placing 25mm thick Tibba Sand including Carraige. (a) Bed (25mm thick) (b) For embankment

Providing & placing LDPE 250 micron film on side slope & in bed including over lapping over the 25mm thick mud plaster.

Providing & Fixing floating arm in position complete with sluice valve long spindle band wheel brackets and guides complete in all respects. 150mm i/d 2.85 Mtr Long

Providing solvent free epoxy resin primer for protective coatings – Procoat SNC or Zoriprime EPF or Equivalent (Coverage : 3 Kg unit covers about 13m2 for DFT of about 120 micron.)- three coats for inside of the water tank including roof dome including VAT and labour Cess.

Supplying & fixing bell mouth with puddle collar Material shall be duty ISI marked and of reputed brand should be used (b) 150 mm i/d

Pressure gauge fixed on outlet pipe in pump chamber including copper pipe gate valve

Provision for making foundation for raw water set and clear water set

Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe (L.S.) (a)

Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe (L.S.) (b)

Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting PVC pipe 63mm o/d

PVC pipe 90mm o/d

PVC pipe 110mm o/d

PVC pipe 160mm o/d

PVC pipe 200mm o/d

Providing household connection with water meter laying, jointing, fixing, testing MDPE pipes has approved by Engineer-incharge). Including cost of Excavation, Refilling, Water meter, CI bib cock as per IS 210 with stainless steel spindle, 20mm o/d MDPE pipe 2.5m & 2.00 m G.I pipe vertical (length on average basis ).3 " UPVC i/d clamp. G.M ferrule ISI Marked, connection of 15mm i/d ferrule medium. Specials such as tees, bends, sockets, elbows, nipples (100mm & 150mm). Union couplings. GI hooks etc. and gun metal peet valve (heavy pattern) with hand wheels on MDPE pipe lines laid in the ground or inside buildings, Cutting, Threading. Making hole in wall and testing in trenches in the ground all material should be of approved make ( to the approval of Engineer-in-charge) Complete Job in all respect including cost of carriage. (Refer CSR item nos. 28.34b, 30.65b, 28.40a, 28.43a. 28.46) (As per Annexure-I)

Providing & fixing 150 mm C.I. cowl (T-Shape) Ventilator. Material shall be duly ISI marked and of reputed brand should be used.

Providing fixing & testing centrifugal pumping set comprising reputed make electric motor 3 Ph 415 V, 50 Hz, directly coupled to pump reputed make motor pump horizontal split casing with panel board consisting of electric appliances. Such as automatic L&T starter, L&T push button, L&T main switch L&T volt meter and Amp. Meter, ELCB Havells, Epcos shunt capacitors, Single phase prevent-er L&T, LED indicator, Kitkat Max, complete in all respect Clear water Pumping Set 7.50 BHP.

Raw water Pumping Set 20.00 BHP.

Construction of 1 No. RCC OHSR of 50 cum capacity with 20.00 mtr height upto, FSL including the cost of DI (8329-2000) inlet, outlet, overflow & scour pipes, CI duck foot bends, expansion joints,(ISI 1536-1989) puddle collars, lightening conductor in almunium ladder in, earthing, MS steel ladder of the tank portion stair case with GI pipe railing on both sides in two rows side the tonic ventilation, own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tonne per sqm safe bearing capacity will be paid as per CSR+ prevailing ceiling premium including plinth protection complete in all respects

Provision for Site laying at Head Works Providing boundary Wall of 2.10 Mtrs. Height with Concrete Jali of size 2.51 x 1.07 Mtrs. Around the water works complete in all respects.

Provision for 3.62 mtr. wide main gate & 1.22 Mtrs. wicket gate with masonry pillars complete in all respects.

Provision for construction of footpath with cement concrete Interlocking paver block in side water works complete in all respects.As per Anlysis

Providing, installing, testing & commissioning one no. Electrically actuated, diaphragm operated, Metering system, chemical dosing Chlorinator, suitable for delivering 0.5 to 0.6 litres of bleaching powder solution/ sodium hypo solution per hour under maximum delivering pressure upto 7 kgcm^2 and suction lift not less than 1.5m as per DWSS standard Specification.

Providing & Fixing Sign Board at water works

Providing and fixing 300mm dia double reamed pile at 6.00 m length each. (As per Annexure-II)

Dewatering of Subsoil water

Providing, Installing, commissioning of Pressure Sand Filtration Plant of Capacity 20 Cum/hr and operation & maintenance of pressure sand filtration plant of 3 months. Complete in all respects as per DNIT Specifications (Annexure-A) & Special conditions (Annexure-B) attached.

Credit of existing old Machinery

Opr. & Maintenance of Water Supply for 3 months after completion of works including cost of Alum, liquid chlorine etc. excluding Electricity charges .