Water Supply and Sewerage System for Villages Budha Theh and Abadi Guru Nanakpura Block Rayya District Amritsar Under NABARD XXIV

Amount

Providing & Installing Testing & Commissioning of One No. Electrically driven diaphragm opreated metering system chemical dosing chlorinator suitable for for delivering 0.5 to 6 liters of Bleaching Powder solution/ Sodium Hypo solution per hour under maximum delivery pressure upto 7 Kg/cm2 and suction left not less than 1.5 mtr., as per DWSS standard specifations.

Providing, Laying , fixing & jointing of P.V.C. 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 and testing complete as per specifications. (Mechnically) (6kgf/cm2) (excavation & including specials)

63 mm o/d pipe of 6 Kgf./sqcm

90 mm o/d pipe of 6 Kgf./sqcm

110 mm o/d pipe of 6 Kgf./sqcm

200 mm o/d pipe of 6 Kgf./sqcm

250 mm o/d pipe of 6 Kgf./sqcm

Providing, Laying , fixing & jointing of P.V.C. 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 and testing complete as per specifications. (Manually) (6kgf/cm2) (excavation & including specials)

63 mm o/d pipe of 6 Kgf./sqcm

90mm o/d pipe of 6 Kgf./sqcm

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage. D.I. Pipe as per IS 8329 DI-K7

100 mm i/d pipe line laid complete

150 mm i/d pipe line laid complete

200 mm i/d pipe line laid complete

250mm i/d pipe line laid complete

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge).

80 mm i/d Sluice Valves flanged

100 mm i/d Sluice Valves flanged

150 mm i/d Sluice Valves flanged

200 mm i/d Sluice Valves flanged

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.6 m. x 0.6 m.

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.9 m. x 0.9 m.

Dismantling of Flexible Pavements (By Mechanicall Means) Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications & Compacting original ground below Embankment Loosening, leveling and compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications.

Dismantling Brick or flaged stone flooring without concrete baseas per CSR item No 8.19 & dry bricks on edge on paving with the dismantled brick including sand grouting as per DWSS analysis complete in all respect.

Dismantling of cement concrete 80mm thick cement concrete 1:2:4 over 100mm thick C.C 1:8:16 and making good the same to its original condition in all respects as per analysis.

Providing & fixing Fire Hydrants with jointing including all carriages complete. (without Fire Hydrant surface box) Size 80mm complete in all respect. C.I Fire Hydrants S.V. Type IS-909

Providing proposed water connection to house hold up to wall with providing, laying, jointing, testing GI pipelines 15mm i/d = 2.50mtr, B-Class as per CSR 28.36(A), (Above GL), Providing & fixing MDPE pipe 15mm i/d with special 2.00 mtr (Below GL) including cost of specials such as tees, bends, sockets, elbow .etc cutting, threading and testingin trenches in the ground and ISI 15mm i/d GM ferrule as per IS:2692 and 3"i/d clamp with C.I bib cock, 15mm i/d asper IS: 210 with stainless steel spindle of approved make as per CSR 30.65(b).

Excavation manually in trenches with straight or open cutting in a built up street/ lane having wall to wall width upto 3 metre for sewers and maholes to full depth as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i:e. telephone cable, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface spoils from the site of works upto 15 metre, for all works other than connections to complete in all respects. For depths not exceeding 2.0 metre B.G.L For all classes of soil except rocky .

For overall depth, exceeding 2 m, but not exceeding 3 m. B.G.L. For all classes of soil except rocky . ( As per detail attached)

For depth exceeding 3 metres but not exceeding 4.5 metres :- metres below natural ground level :- (i) For all classes of soil except rocky.

Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. For depth exceeding 4.5 m but not exceeding 6.0 m B.G.L. For all classes of soil except rocky .

Sand filling in bed for upvc pipes in bed and haunches to hold the the The pipes.

Providing and Erection of cast RCC ventilating column having minimum 200mm internal diametre including excavation, basescolumns, caps, cowls or wire domes, etc. complete including carriage from the stores of the Engineer-In-Charge of works, to sites of works, loading and unloading fixing and jointing and setting the same in position complete in all respects. 9.10 m. Height

Finishing RCC vent shafts minimum 200mm internal Diametre with exterior decorative cement based paints on new work two coats to give and even finish. 9 m. Height R.C.C. ventilator shaft

Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.

110 mm i/d pipe

160 mm o/d pipe

200 mm o/d pipe

250 mm o/d pipe

315 mm o/d pipe

Providing, lowering, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI Specifications: IS 15328- 2003 class SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or Equivalent good on them and laying the same to correct alignment and gradients, cutting, jointing, testing for water tightness and making good the leakages and defects including cost of specials (specials and Solvent should be of same make as that of pipes) complete in all respects (Material alredy available at Water Works Site Budha Theh).

110 mm i/d pipe

160mm o/d pipe

250mm o/d pipe

315mm o/d pipe

First class Burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Floating coat of 1.5mm thick neat cement laid in one operation to the topping.

12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with neat cement rendering.

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 centring and shuttering in foundation and plinth.

Providing & fixing 560 mm internal diametre circular or 450 mm 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).

560 mm id R.C.C. Manhole cover with frame

Extra heavy duty

Heavy duty

Dismantling of interlock and relaying dismantled interlock including sand grouting complete in all respects

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge.

Construction of brick masonry inspection chambers size as given below upto 0.60 m average depth in 1:5 cement sand mortar, lime concrete with 40 percent lime mortar 2;3 in foundation, cement concret 1:2:4 benching 12.so mm thick cement plaste 1:2 with a floating coat of 1mm thick of neat cement, RCC 1:@:$ slabs 100 mm thick cement concrete topping 50 mm thick with 455mmx455mm, 455mmx610mm inside light duty C.I. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I. complete as per standard design. 450 mmx 600 mm inside with 455x610 mm cover and frame light duty double seal

Construction of collecting tank 4.0 m dia including PCC, RCC base slab, walls, roof slab, PVC steps, railing etc ,complete in all respects, as per drawing attached.(Design also to be submitted by Contractor)(Excluding cost of excavation)

Construction of Gen. Set cum Panel Room Size 4m x 3.92m as per drawing including cost of excavation, PCC, Walls, roof, slab, brick work, Plastering, painting, door, windows etc. complete in all respect as per drawing attached.

Supplying & installing testing and commissioning 3 Nos (2W + 1SB) electric driven Submersible pumping set capable of delivering 900 LPM at 20 m head complete with column pipes, submersible cables holding clamps to the entire satisfaction of Engineer in charge.

Providing, installing of SS-304 manual coarse screen with 40 mm clear opening made up of 50mm x 8 mm thick SS-304 flats with frame of ISLC 100 complete in all respects

Providing, installing, testing and commissioning of Silent Generator Set( 20 KVA) on CC foundation including making connection with panel board change over switch etc. complete.

Earthing arrangement for all electrical equipment

Supplying and laying C.I. specials as per IS:1538 complete as desired by Engineer-in-Charge conforming to ISI specifications. CI Specials upto 300 mm i/d

Proving & 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 valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. Class PN-1.0 as per ISI with Gun Metal Flap

100mm i/d Non-return valve

150mm i/d Non-return valve

Construction of Rest Room size 3 m x5 m as per drawing including cost of excavation PCC, Walls roof, slab, brick work, Plastering, painting, door, windows etc. complete in all respect as per drawing attached. (Design will be submitted by Contractor)

Supplying & installing testing and commissioning 3 Nos (2W + 1SB) electric driven Submersible pumping set capable of delivering 1350 LPM at 13 m head complete with column pipes, submersible cables holding clamps to the entire satisfaction of Engineer in charge (Suggested motor rating = 7.5 kW)

Site development of all IPS including cost of corner pillar, gate, barbed wire fencing, D-hook and fencing poles, footpath,M.S. sing board, inter locking tiles, carriage etc. complete in all respects.

Providing & fixing G.I Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respect as per Drawing attached

Providing & fixing angle iron pickets with angle 40mm x40mm x 6mm including cost of concrete block & painting complete in all respects as per standard Drawing & analysis.

Providing & fixing D-Hock complete with MS Bolts size 300mmx 18mmas per standard drawing & analysis.

Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respect as per standard drawing & analysis.

Construction of masonry gate pillar including cost of MS Steel Gate size 4 mtr. X 1.37 mtr. As per Drawing & analysis complete in all respect

Providing & fixing MS sign Board as per DWSS standard design and analysis.

Remaining work of collecting tank 5.0 m dia including cost of excavation, PCC, RCC base slab, walls, roof slab, PVC steps, railing etc ,complete in all respects, as per drawing attached.

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

Cement Concrete 1:4:8 with stone ballast of Size 40 mm gauge mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Shuttering for faces of walls, partitiones,retaining wall and like (vertical or battering) including attached plasters butresses etc.

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete Qty. same as item no. 3+4 (@ 1 qtl. Per cum) (1.67+2.52=4.19 cum

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS 10910 on 12 mm dia steel bar confirming to IS 1786 having min cross section as 23 mm x25 mm and over all minimum length 263 mm and width as 165 mm with min 112 mm space between protruted legs having 2 mm tread on the top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail lenghth 138 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specification and having manufacturesrs permanent identification mark to be visible even after fixing ,including fixing in manholes with 230x150x75 mm cement conc. block 1:2:4 complete as per design.

Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with casted flanged as per IS:7181, Class-B (ISI marked with the prior approval of 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. 80mm i/d pipe lines laid complete

CC Floor 50 mm thick1:2:4 complete with base course 100 mm thick CC 1:8:16 and 100 mm sand filling and neat cement coat 1.5 mm

Coarse sand filling in bed for upvc pipes in bed and haunches to hold the the pipes

Excavation in trenches with straight or open cutting in streets , Lanes or in open area with 3D /JCB or excavator including manualy dressing bed ,trimming sides and side slopes for sewers and manholes to full depths as shown in drawings including dressing to correct sections and dewatering, provision for diversion of traffic, protection of existing services i.e. telephone cables,electric lines, water supply lines and gas lines etc. night signals,profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 metre, for all works other than connections to complete In all respects.

For overall depth not exceeding 3 m. B.G.L. For all classes of soil except rocky .

For depth exceeding 3 m but not exceeding 4.5 m B.G.L. For all classes of soil except rocky .

Construction of collecting tank 3.5 m dia including cost of excavation, PCC, RCC base slab, walls, roof slab, PVC steps, railing etc ,complete in all respects, as per drawing attached.

Supplying & installing testing and commissioning 2 Nos (1W + 1SB) electric driven Submersible pumping set capable of delivering 550 LPM at 11 m head complete with column pipes, submersible cables holding clamps to the entire satisfaction of Engineer in charge (Suggested motor rating = 4 kW)

Providing, installing testing and commissioning of Silent Generator Set 5 KVA on CC foundation including making connection with panel board change over switch etc. complete in all respect

Construction of Gen. Set cum Panel room size 4.05 m x 4 m as per drawing including cost of excavation, PCC, Walls, Roof, Slab, Brick Work, Plastering, Painting, Door, Windows etc. complete in all respect as per drawing attached.(Design to be suibmitted by Contractor)

Testing, commissioning, removing leakages or any defect in water supply pipe line already laid in the village Budha Theh & in Guru Nankapura. (10% of the Total Amount of this Work)

PVC Pipe 90mm o/d

PVC Pipe 110mm o/d

PVC Pipe 160mm o/d

PVC Pipe 200mm o/d

PVC Pipe 250mm o/d

Testing, commissioning, installation of taps, removing leakages or any defect in household water supply connections already installed on pipe line already laid in the village Budha Theh & in Guru Nankapura. (10% of the Total Amount of this Work)

Testing, commissioning, removing leakages or any defect in sewerage pipe line already laid and manholes constructed in the village Budha Theh & in Guru Nankapura. (10% of the Total Amount of this Work)

110 mm o/d Upvc pipes

160 mm o/d Upvc pipes

200 mm o/d Upvc pipes

250 mm o/d Upvc pipes

315 mm o/d Upvc pipes

Manholes Size 90x150cm

Manholes Size 120x180cm

JAI BHUSHAN MALIK