CONSTRUCTION OF PLASTIC WASTE MANAGEMENT UNIT-MATERIAL RECOVERY FACILITY FOR VILLAGE MALLU NANGAL, BLOCK HARSHA CHHINA AMRITSAR PUNJAB Appx. Internal size 12.40 mt x 7.50 mt UNDER-SWACHH- BHARAT-MISSION- Grameen-Phase-II

Amount

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Cement concrete 1:5:10 with 40 mm stone ballast using concrete mixing volumetric type

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

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.

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

First class burnt brick work laid in cement sand mortar 1:6 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.

115 mm thick brick wall with every fourth course laid in 1:4 cement mortar in superstructure

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.

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 superstructure.

12.50 mm Cement Plaster 1:5 on walls

12.50 mm Cement Plaster 1:4 on walls

Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 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.

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 end 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 exact size of opening where rolling shutter is to be fixed)

Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc.complete in respects

Main Door & Toilet Door

Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect

Single rebate (40 x40 x 6 mm) @ 3.50 kg/mt

Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beading complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat

Providing fixing, welding 45mm x 6mm @ 2.08 kg /mt Flat section on windows to support weldmesh in grid pattern of 600 x 600 mm . Complete job

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.60 mm (+ 0.05 %) thick

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 1000 metres (filling considered above road level as per site conditions) (Ramp area )

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar up to 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead up to 30 metres

Base coarse of floor consisting of 100 mm thick cement concrete 1:8:16 with stone aggreate 40 mm gauge and 100 mm sand filling.(using mechanical mixer for mixing of material)

White wash ( 3 coats)

Qty. same as Inner Plaster

Outer Area

Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete

Finishing walls with water soluble exterior cement based paints as snowcem, Robbicem etc. on new work two coats to give an even shade.

Applying priming coat with metal primer on new steel or iron work including preparation of surface.(door , windows, weldmesh , angle frames, trusses , purlins, rolling shutters etc.)

Painting two or more coats excluding priming coat with synthetic enamel paint in all shsdes on wood work, metallic or plastred ,concrete surfaces to give even shade.

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position.

For roof truss, well curbs, plate girders etc.of any span for building for bridges upto 15M span

Public health works

Providing, lowering, cutting & jointing salt Glazed Stone ware Pipes and Specials ISI marked as per IS 651-2007 class Sp-1 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 benching, haunching and envelopes are completed. including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun jute yarn,as per IS :1887 finishing and trowelling of each joint at an angle of 45degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, hipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc.complete in all respect. 100 mm internal diameter of sewer.

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.

Depth not exceeding 3 m. BGL All kinds of soil except rocky 100 mm SWP (2x0.60x1)

Cement concrete 1:6:12 with brick ballast 40mm gauge 2 X 0.085 Mixing by mechanical means

Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 (150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. 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.-

Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal

Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.

100mm internal Dia mtr SW gully trap with HCI grating and cast iron covered wieighing approximately 7.26 KG and frame clear opening 300X300mm and out of site size 330mmX330mm

Construction of SEPTIC TANK mearuing 1.25 x 1.0 x 1.30 mt depth including RCC in bed , RCC roof slab, Providing anf fixing RCC mnhole cover 450 mm 450 mm & frame light duty , cement plaster inside , vent pipe with cowl etc.Complete in all respect. (as per drawing and design)

Construction of SOAK PIT mearuing 2.85 MT ( internal dia), 3.00 mt depth, excavation, brick walls, boulders , filling, percolation, boring (3.00) mt etc.owl etc.Complete in all respect. (As per standard drawing and design)

Providing, laying , jointing , fixing and testing GI pipes ( as per IS 1239) B- CLASS premium such as (Jindal hisar) including cost of specials ( such as tees, elbows , bends , socktes elbows etc) painting with anti corrosive bitumatic paint,cutting , threading and testing in trenches in the ground complete including excavation with 1 mt depth .Complete in all respect 20 mm i/d

Making connection with existing GI branch main upto 40 mm size pipe including cutting of existing pipe line, threading of pipe line from both ends and fixing of GI tee etc. in the pipe line ( including cost of GI TEE). Complete in all respect

Providing, laying , jointing , fixing and testing GI pipes ( as per IS 1239) B-CLASS including cost of specials ( such as tees, elbows , bends , cocktes elbows etc) painting with anti corrosive bitumastic paint,testing ,cutting , threading inside building complete 15 mm i/d

Providing & Fixing and jointing GI union couplings of approved maked with the approval of EIC as per IS 1879 in GI pipe lines complete in all respects.

Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.

Cutting holes up to 23 cm square through B.B. in cement walls or stone masonary walls in cement for pipes and making goods the same and finishing accoridng to existing finish where required.

11.43 cm thickness of walls

22.86 cm thick ness of walls

Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition.

Size 75 mm x 75 mm

Size 150 mm x 150 mm

Cutting holes upto 23cm square for pipes in flooring and roofs of bricks, tiles with lime concrete or cement concrete and making good the same & finishing according to existing finish where required. Through floor or roof 11.5cm thick

Providing and Fixing Iron Holder Bats 20mm/15mm o/d Pipe line

Providing and fixing in position Chinaware indian orisa water closet 350-400 mm of approved make ( to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern inlcuding cost of PVC long bend 32 mm dia complete in all respect and to the entire satisfaction of engineer in Charge.( baby friendly water closet)

Providing and fixing in position vitreouschinaware white lavatory suites of approvedmake (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. Size 450mmx300mm

Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect.

Rectangular Sink with Deluxe Border Single Bowl Overall Size 555 mm x 475mm x 200 mm

Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect

Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer - in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank. Double Layer Tanks.

Providing and fixing in position automatic brass Ball Cock in tanks. Brass Ball Cock with rod and Plastic Ball.20mm i/d

Providing and fixing in position G.I. Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect. G.I. tank nipple 20 mm i/d

Providing & Fixing in position C.P. Brass flange Dome of approved make (to the approval of Engineer-in-charge ) under various fixtures complete in all respect.

Providing & Fixing in position C.P. Brass extension piece 25mm long to 100mm long of approved make (to the approval of Engineer-in-charge) with various fixtures complete in all respect. i) C.P. Brass extension piece, 25mm long to 50mm long

Providing & Fixing in postion C.I.bib cock as per IS:210 with stainless steel spindle of approved make (to the approval of Engineer-incharge) complete in all respect. i)15mm i/d

Providing & Fixing in postion stop cock /Angle valve of approved make (as approved by the Engineer-in-charge). Complete in all respect. CP brass 15mm Stop cock male & female end

Providing & fixing in position PVC Flexible tube connection of approved make (as approved by the Engineer-in-charge). Complete in all repect size PVC tube connection of size 15 mm x 375 mm with PTMT nut

Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Tybe B

110 mm o/d SWR UPVC pipe line laid complete

90 mm o/d SWR UPVC pipe line laid complete

Providing and fixing in position SWR UPVC specials for soil waste vent or anti syphonage pipes as per as per IS - 14735 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.

For 110 mm o/d pipes

Single Tee

Elbow 90 Degree (All side socketed)

Coupler

Vent Cowls

P Trap/Floor Trap 110mm x 110mm

Nahani trap without jali 110mmx90mm

For 90 mm o/d pipes

Single Tee

Coupler

Elbow 90 Degree (All side socketed)

Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects

Electrical works

Electrical wiring and Connections with switches and sockets

Exhaust fans.Complete job including wiring,regulators, and fixing arrangments etc.( 18" dia)

Ceiling fans.Complete job including wiring,regulators, and fixing arrangments etc. (48" dia) ISI marked reputed make complete in all respect.

Electrical LED Lamps of 12 watt . Complete job inlcuding wiring , fixing, switches, labour charges etc.

Folding MS Table measuring 1.80 x 1.20 x 0.80 made out of 40 x 40 ms pipe section duly fixed with good quality wooden panels as per standard design. Complete job including paint polish, footrest, table top made out of wood members

CONDITIONS :-

Item for which no rate or price has been entered in will not be paid for the Employer when execut6ed and shall be deemed covered by the other rates and prices in the Bill of Quantities.

Unit rates and prices shall be quated by the bidder in indian ruppees.

Where there is a discrepancy between the rate in figures and words, the rates in words will govern.

Where there is a discrepancy between the rate and the line total resulting from muluplying the unit rate by quantity the unit rate quoted shall govern.

Any item of work not included in the above contract schedule of rates and got done at the site of work; the same will be paid according to CSR-2010 subject to the premium or discount tendered by the contractor. In the case of non-schedule items, the decision of the Engineer-in-charge will be final and binding upon the contractor. In case any item which is a part of lump-sum rate is be deducted @CSR rates + Ceiling premium prevailing on the date of tender

The work will be carried out in accordance with PWD Book of specifications - 1963 edition with upto date amendments.

Approximate quantities are given in the contract schedule of rates and these can vary at the time of execution of the work. The payment will be made according to the actual work done by the contractor.

All amendments issued on the common schedule of rates 2010. up to the date of opening of tenders will be applicable on the contract schedule of rates.

Contractor should clearly quote his rates in figures & words. Conditional tender will be rejected.

All items and rates provided in the DNIT are subject to the footnotes give in CSR-2010

The Engineer-in-charge will have full powers to change the layout of the work covered in this contract if considered necessary.

No claim will be entertained form the contractor in case, any mistake in description rates or unit occurs in any item taken in this schedule while preparing this DNIT or on account of typing or comparison or over writing. The same will be rectified at any time as per common schedule of rates 2010 along with upto date amendments.

The arrangements of bricks at site of work would be done by the contractor at his own level from his own source.

For any other non-schedule items, the contractor will submit through Engineer-in-charge, the analysis of rates in triplicate based on purchased vouchers. A margin of 10% shall be allowed for material components and 21.5% on labour components and contractor shall produce photo stat copies of the purchase vouchers in support of his claim. The decision of the Engineer-in-charge/Competent authority in the matter shall be final and binding on the contractor.

All the extra items will be got approved from the competent authority and no premium will be allowed on non schedule item

Pavement for the carriage of material shall be paid as per the rates quoted by the tenderer.

Time period allowed for completion of work in 3 months.

If contractor allowed for completion of work within 7 days from the date of allotment, DWSS reserve the right to impose penalty or withdraw the work and propose action for debarring in future tendering or both; decision of Chief Engineer (North) shall be binding.