GHUMAN/SEWER/2019-20

Amount

Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 metre for sewers and manholes to full depths 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 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. A For depths not exceeding 2.0 metre B.G.L. a 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. a) For depth not exceeding 3.0 mt. below ground level for all kind of soil except rocky.

For depth exceeding 3.0 mt. bot not exceeding 4.5 Mt. BGL for all kind of soil except rocky.

Providing & fixing timbering on face of trenches if required for sewer & manholes for item no.29.4 and 29.5 irrespective of depth measuring each timbered surface of trench on which timbering is done Type I, Simple form of timbering (i) For trench having width up to 1.0 Mtr.

(ii) For trench having width above 1.0 Mtr. up to 2.0 Mtr.

Exra for filling earth in 15 cm layers and compaction.for item 29.1 & 29.2

Extra for disposal of surplus spoils/ earth earth if any beyond 15 metre as covered in item No. 29.1 to 29.5 (Lead up to 1 Km)

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

Cement Concrete 1:6:12 with 40 mm gauge stone aggregate using concrete mixing volumetric type

Cement Concrete 1:2:4 with stone ballast or shingle using concrete mixing 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 centring and shuttering in superstructure.

B.B. in 1:5 in Foundation & Plinth

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

12.5 mm thick cement plaster in 1:2

Cement Plaster 20 mm (1:2)

Cement rendering on plaster 1mm th.

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

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

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

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. a) 110mmo/d

Providing, lowering, in trenches to correct gradient ande alighnments ,joining with tyton rubber joint and cutting of RCC S&S pipes having inside HDPE linning ISI marked as per ISI 458-2003 into trenches for all depths and laying out the same to correct alighnment , gradients, levels etc. cutting of concrete beds and joints hole ,supporting the pipes & specials in correct position in asuitable rigid manner while the same are being jointed and untill the surrounding benching,haunches and envelops are completed. Pipe shall rest on the beds at all joints through their lengths and to ensure this, testing the pipe for leakage and making good the same leakage & all defects to the entire satisfaction of the engineer- in- charge including all cartage etc. complete in all respects (C) RCC pipes with inside HDPE linning Class NP3 400 mm i/d pipes

Providing & fixing 560 mm, 500 mm and 450 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). a) 560 mm i/d (Extra heavy duty)

560 mm i/d (heavy duty)

Providing orange colour 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 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

Cold twisted detormed (Ribbed/ ToR s teel 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 biding placing in position complete

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

40mm thick c:conc 1:2:4 with 3mm neat cement coat

Add difference of rate of bricks in Gurdaspur Dist. Distt.

Add difference of rate of sand in Gurdaspur Distt.

Add difference of rate of bajri in Gurdaspur Distt.

Less difference of rate of Cement

Less difference of rate of Steel

Carriage of Material such as sand (Lead 80Km) up to 40 K.M.

41 K.M. to 60 K.M.

61K.M. to 80 K.M.

Carriage of Material such as Bajri (Lead 80Km) up to 40 K.M.

41 K.M. to 60 K.M.

61K.M. to 80 K.M.

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. b) 9.10 m. Height

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. ( For connection of Vent shaft)

Dismetalaling of metalled road

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.

Dismantling brick or flagged stone flooring without concrete base.

Earth work excavation in ordinary soil exclusive of compensation of earth work including breaking of clods a) Kassi work undressed involing an average horizontal throw up to 2 meters and average vertical lift up to 0.5 meters

Dismantling concrete or precast cement concrete plain 1:8:16

Dismantling concrete or precast cement concrete plain 1:2:4

Providing & laying of 60 mm Thick Interlocking paver blockof M-35 grade macnine made rubber moulded smooth finish by strong viberatory process of approved size & design/shape laid in ordinary grey colour and pattern over & including 40mm thick compacted bed of coarse sand,filling the joints with fine sand complete as per direction of Engineer -in -charge.

Providing and fixing Indef make Chain Pulley of 1.0 MT capacity is to be provided & fixed in pump chamber of size including M.S. Girder

Prov. & Fixing elect. Driven Submersible pump set capable of delivering 1200 LPM at 14.0 Mt rhead

Providing installing and commissioning of 1No Diesel Generating Set 25.0 KVA /3 Phase water cooled silent diesel Gen-Set comprising of Suitable capacity of engine & alternator mounted on commonn base frame along with fuel tank Std control panel residence exhaust silencer, AVM pads , Battery , Battery leads . First fill of tube oil housed in silent encloser along with 4 Nos G.I. earthing complete in all respect.

Providing & Fixing transformer of 40 KVA 3- phase, 4 wire,50 Hz,11 KV/433V Wound.

Prov. And fixing sluice gate for screening chamber a per I.S.-13349 of size 400m x 600 mm complete in all repects

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 in-charge). Class PN-1.6 as per ISI d) 200 mm i/d Sluice Valves flanged

300 mm i/d Sluice Valves flanged

150mm i/d Sluice Valves flanged

100 mm i/d Sluice Valves flanged

80 mm i/d Sluice Valves flanged

Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects. (Up to 300 mm i/d)

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. e) 200mm i/d pipe line laid complete

300mm i/d pipe line laid complete

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-K9 d) 200mm i/d pipe line laid complete

Embedding100 mm dia CI rain water non pressure ISI mark pipe in cement mort during masonery work.

Earth work in excavation in Foundations Trenches etc., for storage and sedimentation tanks, high level tanks, filter

50mm thick ironite (Metallic Floor Hardener to be mixed with Granolithic topping for heavy duty floors)

115 mm thick brick wall laid in cement sand mortar 1:4

12.5 mm thick cement plaster in 1:4

12.5 mm thick cement plaster 1:4

Supplying and fixing rolling shutters, of approved make, made of 80mmx1.25mm, M.S. Laths, interlocked together through their entire length and jointed together , at the end, by and locks, mounted on specially designed pipe shaft, with brackets, side guides, 27.5cm long wire spring grade No. 2 and arrangement for inside and outside locking with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exect size of opening where rolling shutter is to be fixed)

Supplying and fixing of Pressed steel sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiveing tower bolts and finished with 2 coats of ready mixed painted lead non setting primer of approved quality, fixed in position including the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs comple

Supplying openable steel windows, of standard rolled steel Z sections, joints mitred and Electrically flash-welded, with iron fittings incluidng necessary iron handles, Peg-stay catchers bolts, iron plugs and pressed steel projected hinges and glazing clips, complete (Excluding glazing ) and finished with two coats of ready mixed paint red lead non setting primer

Terracing consiting of tiles 22.86x11.43x 3.83cm laid in Cement sand morter (1:3) including 6mm thick cement plaster (1:4)on top with two coats of hot bituman with 10 cm mud and two layers of 25mm mud plaster asper item of CSR

Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.

Providing and fixing stair case railling made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects.

Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars rivetted of molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two or more coats to give an even shade

White washing (Three coat)

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Nuts and Bolts of all sizes for fixig flat. & Specials

Top Khurra of 0.60xo.60 m for rain water pipe as per item of CSR

Bottom Khurra of 1.20x0.60 m consisting of brick on edge in C.S (1:3), 75mm c.conc. (1:8:16) including 12.5 mm thick cement plaster (1:3)

Wiring in insulated copper conductor single core FRLS cable ( ISI MARKED) 1100 volts grade to be laid in heavy guage welded conduit pipe 20mm/25mm dia (1.6 mm thick ISI marked ercessed in wall etc. complete with powder coated/anodized concealed metal box asper Item of CSR . i) Fan point

Wiring in insulated copper conductor single core FRLS cable ( ISI MARKED) 1100 volts grade to be laid in heavy guage welded conduit pipe 20mm/25mm dia (1.6 mm thick ISI marked ercessed in wall etc. complete with powder coated/anodized concealed metal box asper Item of CSR . (i)Wiring light points

Wiring in insulated copper conductor single core FRLS cable ( ISI MARKED) 1100 volts grade to be laid in heavy guage welded conduit pipe 20mm/25mm dia (1.6 mm thick ISI marked ercessed in wall etc. complete with powder coated/anodized concealed metal box asper Item of CSR (i)Wiring 3 Pin 6 Amp wall sockets

Wiring in insulated copper conductor single core FRLS cable ( ISI MARKED) 1100 volts grade to be laid in heavy guage welded conduit pipe 20mm/25mm dia (1.6 mm thick ISI marked ercessed in wall etc. complete with powder coated/anodized concealed metal box asper Item of CSR . (i) Wiring 3 Pin 16/20 Amp power plug control

Providing sand filling in bed and alaround in UPVC (SN-8) pipes

Carriage of Material such as sand from Murthal quarry (Lead 65 Km) up to 40 K.M.

41 K.M. to 60 K.M.

61K.M. to 65 K.M.

Extra for mech. Vibrator used by contractor at his cost

Structual steel work in angles, tees, flats, rivited, including cutting, fixing all guset plates, bolts, nuts, rivets etc. with hoistng and erecting in position.

For roof trusses,well curbs plates and trussed girders etc. of any span for buildings and bridges upto span of 15 m. N.S. Survey, Soil testing, Design, Supply and construction, Installation, Commissioning of STP (1.25 Mld) based on any suitable, sustainable and proven technology including other appurtenant works on turnkey basis as per DNIT. (As per terms, Condtions & specifications attached) including its O&M for 5 Years after commissioning of STP.

Extra for additional work to be done for Strengthening of low lying pond site for const. of STP

Reconditiong of Metalled Road with dismantled and new material

Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter 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, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.

Dismantling/taking out AC/PVC Pipe from trench as per site.

Providing, Lowering, jointing with Tyton Rubber Joint and cutting of Reinforced Cement Concrete spigot and socketed Pipes Class P-1 and Specials with rubber ring ISI marekd as per IS code IS 458-2003 into Trenches for all Depths and Laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. a) 300mm i/d

Const. of Hatch Box of size )0.90x0.90X1.50

Extra for earth filling in low lying pond site for construction of MPS i.e lead 10 km (i) 0 to 5.0 Km

(ii) 6 t0 10 Km

Providing, Fixing, laying, jointing, cutting & testing of uPVC Pipes & Specials (6 kg./cm2) including cost of excavation complete in all respects as per DWSS standard analysis. Excavation with JCB i) uPVC Pipe 63 mm o/d

uPVC Pipe 90 mm o/d

uPVC Pipe 110 mm o/d

uPVC Pipe 160 mm o/d

uPVC Pipe 210 mm o/d

uPVC Pipe 260 mm o/d

B Excavation with Manually . uPVC Pipe 63 mm o/d

uPVC Pipe 90 mm o/d

uPVC Pipe 110 mm o/d

uPVC Pipe 160 mm o/d

Providing, stringing out, cutting, jointing & testing out ISI marked D.I pipe K-7 ( 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 drawings i) 300mm i/d (Mechanical)

Construction of masonry sluice valve chamber as per DWSS standard Drawing i) ize 0.60m x 0.60m

size 0.90m x 0.90m

Dismantling and restoration brick paving complete in all respect as per DWSS standard approved analysis. i) PVC Pipe 63mm o/d

PVC Pipe 90mm o/d

uPVC Pipe 110 mm o/d

uPVC Pipe 160 mm o/d

uPVC Pipe 300 mm o/d

Dismantling and restoration of Cement Concrete Road complete in all respect as per DWSS standard approved Drawing i) 63mm o/d

Contractor shall be quote rates only for dismantling of mettaled road & back filling with excavated earth fully compacted the restoration of the mettaled road to its original condition will be done by the concerned department i.e. PWD (B&R) PMB/Panchayati Raj)

Provision for connection of House Hold from service pipe to the house Including excavation laying, jointing, cutting of 15mm o/d MDPE. pipe & including cost of GM ferrule complete in all respects. Existing Connections 300 Nos =1591-300= 1291Nos

Prov. & Fixing Ultrasonic flow meter of 200mm dia complete in all respect.

Operation & Maintenance of Lateral & Main Sewer, main Pumping station and Intermediate Pumping Station 1st Year

2nd Year

3rd Year

4th Year

5th Year

Extra for Testing of Bearing capacity of IPS site,Structural design of MPS , IPS & hydraulc design of sewerage network as per Clause -7 of Section -1 ( Site for MPS & STP is in same premises,so testing of B.C is included in STP Scope)

KOHLI BUILDERS