Public Health Services in Construction of Govt. Degree College at Sidhpur, Block Dinanagar, District Gurdaspur, (Under 8443 Deposit Work) (PKG-II, Civil Works)

Amount

Water Supply Component

Providing erection testing and commissioning of pumping machinery, submersible pumping set having capacity as 362 LPM head 55 mtr. of reputed and approved make 7.50 BHP along with submersible cable, MS column pipes and specials, control panel board with electrical appliances complete in all respect

Rate of Motor with Pump

Panel Board

Submersible cable Size 2.50mm2

Column Pipe (G.I) 50 mm i/d

Providing & fixing of C.I D/F pipes & specials (ISI marked) inside Pump chamber inluding pressure gauge and Depth gauge etc. complete in all respects. 100mm i/d.

RISING MAIN

Providing, stringing out, cutting, jointing & testing out ISI marked D.I K-9, pipe ( S&S) & Specials as per 8329 & laying the same in trenches to correct alignment and gradients, jointed with rubber titen joint fitted complete including all cartage & including cost of excavation complete in all respects as per DWSS Standard analysis. DI Pipe as per IS: 8329 DI K-9

100mm i/d pipe line laid complete

Sluice Valve & Sluice Valve Chambers

Providing & fixing C.I D/F Sluice Valves ISI marked 14846-2000, including cost of tail piece, rubber joint, gland dori, Nuts, bolts & accessories, complete in all respects as per DWSS standard analysis.

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

Size 0.90 m. x 0.90 m.

Size 0.60 m. x 0.60 m.

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m. Depth for All classes of soil except rocky

Development of water works site i.e. leveling of site, making foot paths, lawns, barbed wire fencing corner pillars, angls Iron Pickets, D-Hooks M.S. gate with Masonry Pillars etc. complete as per standard drawings.

Providing & G.I barbed wire (3 ply) fencing around the Head works site in 3 rows complete in all respects.

Providing and Fixing precast pre-stressed cement concrete fencing pole M-40 by 4 Nos. parallel high tensile entwined wire (ISI marked wire 4 mm dia fencing pole size at bottom 4" x 3", size top 3" x 3",Lenght 6ft, hooks 6 No. including cost of excavation, sand filling and erection complete in all respects.

Providing & fixing D-Hooks as per DWSS as per standard drawing

Construction of Brick masonry corner pillars as per W/S & Sanitation Deptt: Standard design including Cost of material such as Bricks, sand, Cement, Bajri, etc. complete respects as per W/S & Sanitation Deptt. Standard design

Providing and fixing in position steel gate complete with masonary pillars as per W/S & sanitation Deptt. Standard design.size 1.22 mtr x 1.37 mtr

Construction of CC path with BM Toe wall on both side, earth filling inside as per standard drawing as DWSS std.

Pump Chamber

Construction of Pump Chamber size 3.05 m x 3.70m without gravel pit but including electric wiring as per DWSS standard design and analysis complete in all respects. Extra for provision for Sanitary Latrine in pump chamber for foundation and plinth of WC rooms including flooring ,PVC pipes , Junction Box , 1 No. Leach Pit , Super structure WC room etc

Disinfection Unit

Providing Installing testing and commissioning and one no. electronically actuated, diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 leter of bleaching powder solution/ sodium hypo solution per hrs under maximum deliver pressure upto 7kg/cm2 and suction left not less than 1.5 meter.

Construction of OHSR

Construction of One No RCC, OHSR of capacity 25,000 Ltrs. With height upto FSL 18.00 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing D.I. K-9 D/F expansion joints latest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, Conforming to ISI - 13382 and C.I/D.I. D/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and overflow DI double flanged pressure pipes DI K-9 horizontally cast in sand moulds as per IS 8329-2000 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. TMT steel & painting of all complete shall be included in cost & P/F aluminium leader inside the OHSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil of 8.75 tone per sqm. In case the safe bearing capacity of soil is less than 8.75 tone per Sqm. The contractor shall submit his 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 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Preminum including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with masonry toe wall with 40 mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 & inside earth filling including overflow scower haudi complete in all respects.

Estate Water Supply

Providing, stringing out, cutting, jointing & testing out ISI marked D.I pipe ( S&S) & Specials as per 8329 & laying the same in trenches to correct alignment and gradients, jointed with rubber titen joint fitted complete including all cartage & including cost of excavation complete in all respects as per DWSS Standard analysis. DI Pipe as per IS: 8329 DI K-7

80mm i/d pipe line laid complete

EXTERNAL IN THE GROUND : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in-Charge), having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, & testing of joints excluding cost of excavation complete as per direction of Engineer-in-Charge.

Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. 25mm i/d Gun Metal peet valve heavy pattern.

Providing, laying intrenches to correct gradient and alignment and jointing of UPVC pipe having ISI specifications IS:15328-2003 class SN-8 marked marke supreme, Finolex, Kisan, Jain, Prince or equipm\lent good on them and laying the same in trenches to correct alignment and gradinets, cutting and jointing, testing for water tightness and making good the leakages and defect including cost of specials complete in all respects.

110 mm i/d pipes

160mm i/d pipe

Excavation in trenches with straight or open cutting in streets lanes or in open area with 3D / JCB or excavator including manually dressing bed, triming side slopes for sewers manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering providing 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, 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 depths not exceeding 3.0 metre B.G.L. For all classes of soil except rocky

Providing & filling sand grading as per specifications or fire grade around the various of UPVC pipes in enternal work.

Manhole

Cement Concrete 1:4:8 with stone blast 40 mm guage using concrete mixing volumatric type

First Class brunt brick work laid in cement sand mortar 1:4 in foundation and plinth.

Cement Concrete 1:2:4 with stone blast or shingle using concrete mixer volumetric type.

Floating coat of 1.50mm thick neat cement laid in one operation to the toping (on benching)

12.5 mm thick Cement Plaster 1:3. and cement rendring on plaster 1 mm thick

Reinforced Cement Concrete M-20 mechenically batch mixed using batch type concrete mixture as per IS 1791 and vibrated by needal vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. for Slab

Coldtwisted deformed (ribbted/tore steel bar) bars Fe 500 grade as per IS 1786 - 2008 for R.C.C. works where not including in the completed rate of R.C.C. including bending and placing in position complete. Tor Steel

Providing orange colour safty foot rest of minimum 6 mm thick plastic encapsulated as per IS 10910 on 12 mm dia steel bar confirming to IS 1786 having minimum cross section as 23 mm x 25 mm and overall minimum length 263 mm and width as 166 mm with minimum 112 mm space between protruted legs having 2 mm thread on top surface by ribbing or chequering besides necessary adiquates ensuring protection on tail length on 138 mm as per standard drawing and suitable to withstand the bend test and chemical resistant test as per specification and having manufactures permanent identification mark to be visible even after fixing, including fixing in manhole with 230 x 150 x 75 cm cement concrete block 1:2:4 (1 cmement : 2 Sand : 4 stone aggregate) complete as per design.

Providing and fixing 560 mm, 500 mm and 450 mm internal diameter 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 store of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manhole including cement concrete coaping (M-20) arround the frame etc. dia of steel for lifting hook is 16 mm (For EHD & HD).

560 mm i/d RCC manhole cover with frame (b) Heav Duty

560 mm i/d RCC manhole cover with frame (c) Medium Duty

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.

250mm o/d pipe of 4 Kgf. / sqcm

160mm o/d pipe of 4 Kgf. / sqcm

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the Engineer-In-Charge. Single Road Gully chamber

Size 610mm x 457mm x 800mm

Boring with casing pipe for tube well in all soils excepth ordinary hard rocks requiring blasting including removing the casing pipe after the tubewell is lowered & tested equipment as required such as hand boring machine and its accessory, transportation to site and vice versa etc, complete in all respect Boring with 250mm i/d Housing pipe

Supplying, assembling, lowering and fixing in vertical position in bore well, un-plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818-2010, including required hire and labour charges, fittings & accessories etc. all complete for all depths, as per direction of Engineer-in-charge.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect. 150mm internal diameter (weight 21.6 kg per metre) 5.4 mm thickness

Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.

Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. 150mm internal diameter

Earth work in excavation in foundation and trenches.

Ist class burnt brick work in (1:4) CSM in foundation and plinth and extra for circular

12.5mm thick cement plaster

Providing and placing in position filtering media in Horizontal layers 50 mm to 75 mm broken stone

Supplying and placing of fine gravel 20mm to 25mm crushed bajri.

Supplying and placing of fine gravel 6mm to 20mm crushed bajri.

Supplying and placing of Course screened bajri 3mm to 6mm.

Centring and shuttering for flat surface such as Suspended floors, Roofs, Landing, Chhajjas, Shelves etc.

Wrought iron and mild steel ladders, framed grills, complete fixed in position.

Providing and fixing of FIRE EXTINGUISHER CO2 type as per IS:15683 complete with all accessories as per manufactures sepcification. ISI Mark Complete in all respect. 4.5kg capacity

Providing and fixing of FIRE EXTINGUISHER ABC powder type (Stored pressure) as per IS:15683 complete with all accessories as per manufactures sepcification. ISI Mark Complete in all respect. 6kg Capacity

Earth work in excavation in for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight and open cutting in foundations trenches etc. with 3 D excavation / JCB including manually dressing of bed, trimming of sides and side slopes 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 including watering dressing and disposal of surplus soils as directed upto 15 mtr completer in all respect.

Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels

10 mm thick cement plaster 1:4

Providing and fixing in position H.C.I. soil waste vent or antisyphonage pipes to I.S.I. specification (IS:1729) of approved make (to the approval of Engineer-in-charge ) including cutting, jointing, wastage, but excluding cost of lead jointing.

Providing and fixing in position H.C.I specials for soil waste vent or anti syphonage pipes to I.S.I specifications (IS:1729) of approved make (to the approval of Engineer-in-charge) including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining.

Provision for Providing & fixing UPVC SN-8 S.W. Tee 200mm i/d

Fixing UPVC pipe inlet and outlet connections in Pit walls

Making soakage pit 2:5 m outer diameter 3.0 metr deep 230mm thick 1:5 brick work honey comb with bricks of 1st class and SW drain pipe 100 mm dimeter 1:8 m long complete as per standard design

Extra Carriage of Fine Aggrigate payable upto lead 35 Km

Extra Carriage of Course Aggrigate (Bajri) payable upto lead 35 Km

Extra Carriage of Bricks payable =83328/1000 = 83328