Earth filling and protection work by bullah piling, construction of toilet incl. septic tank and soak well, sinking of 1 no tube well (100mmX50mm) dia including submersible pump motor 1 HP and allied civil works for 33/11 kV Substation at Magura und

Bailing or pumping out water from foundation trenches (PWD schedule Page 4 item-7)

Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (b)(b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. (PWD schedule Page-3, item-5)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as requiredcomplete.(a) Depth of excavation not exceeding 1,500 mm. (PWD schedule Page 1 item-2 (a)

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. (PWD schedule Page 1 item-3 (a)

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (PWD schedule Page 14 item-1)

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand.(payment to be made on measurement of finished quantity) (PWD schedule Page 2 item-4 (a)

Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor - Pakur variety - 1:3:6 proportion. (PWD schedule Page 34 item-22(a)

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out aftercompletion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.(PWD schedule Page 42 item-36.)

f) 25mm to 30mm thick shuttering without staging in foundation etc.(PWD schedule Page 42 item-36.)

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel, II. JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL (PWD schedule Page 43, item-40.(a).i.II)

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches (PWD schedule Page 47, item-3)

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety (PWD schedule Page 26, item-10 (iii) Analysed rate

Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. Pakur variety. In Ground Floor (PWD schedule Page 24, item-4) Analysed rate

125mm thick brick work with 1st class bricks in Cement mortar (1:4). a)In ground floor. (PWD schedule Page 24 item-4A)

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth (PWD schedule Page 15 item-7 (a) and 3rd corrigendum)

Brick work with 1st class bricks in cement mortar (1:6) ((b) In superstructure, ground floor(PWD schedule Page 15 item-7 (a) and 3rd corrigendum)

Labour for Chipping of concrete surface before taking up Plastering work. (PWD schedule Page 15 item-7 (a) and 3rd corrigendum pg-50)

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (b) 20 mm thick plaster (PWD schedule Page 15 item-7 (a) and 3rd corrigendum pg-50)

(b)15 mm thick plaster (PWD schedule Page 15 item-7 (a) and 3rd corrigendum pg-50)

(ii) With 1:4 cement mortar (c) 10 mm thick plaster (PWD schedule Page 15 item-7 (a) and 3rd corrigendum pg-50)

Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (i) Water based interior grade Acrylic Primer .(One coats) (PWD schedule Page 195 item-7)

Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) (i) Standard Quality (PWD schedule Page 201item-4 )

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of the EIC. One coat on new surface. a) In Ground flr. (PWD schedule Page 196 item-8)

Protective and decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required.The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. a) Normal Acrylic Emulsion In Ground flr. (PWD schedule Page 197 item-17)

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.(PWD schedule Page 200 item-1)

A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. Including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface :With other than hi-gloss of approved quality-(iv) Two coats (with any shade except white)(PWD schedule Page 201 item-2)

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (PWD schedule Page 48 item-6(ii) and 3rd corrigendum pg-23)

Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.(a) Fixed type steel windows as per IS sizes with horizontal glazing bars. (iii) Centre hung ventilators as per I.S. sizes 580 mm. .(PWD schedule Page 107 item-20 & 3rd corrigendum 94)

(iv) Two point nose steel handle including fitting and fixing. .(PWD schedule Page 108 item-20 & 3rd corrigendum 94)

Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(a) For Exposed Work PVC Pipes (Dia) 20mm (PWD sanitary schedule Page 13, item-19iii)

25 mm (PWD sanitary schedule Page 13, item-19iii)

40 mm (PWD sanitary schedule Page 13, item-19iii)

Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. Brackets (i) 450 mm X 300 mm size PWD sanitary schedule Page 13, item-19iii)

Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. (i) 600 mm long (PWD sanitary schedule Page 43, item-10i)

Supplying, fitting and fixing pillar cock of approved make b) PTMT Pillar Cock - 15 mm. (Prayag or equivalent) (PWD sanitary schedule Page 45, item-19b)

Supplying, fitting and fixing bib cock or stop cock. (e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) 15 mm (PWD sanitary schedule Page 6, item-7e)

Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing). (i) 580 mm X 440 mm PWD Schedule Item no. 04 Pg-79

Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc. (PWD sanitary schedule Page 36, item-2)

Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete. i) Polythene Flush Pipe (PWD sanitary schedule Page 81, item-11)

Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.(iii) 600 mm long (PWD sanitary schedule Page 43, item-9)

(i) (1) Chromium plated overhead Rain shower (Square), size-180x180mm with revolving joint (Model Code No. F7010501 of CERA or equivalent) (PWD sanitary schedule Page 4, item-i)

SSupply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipes (Dia)100 mm (PWD sanitary schedule Page 4, item-i)

Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (iii) Centre hung ventilators as per I.S. sizes 580 mm. (PWD schedule Page 107 item-20b & 3rd corrigendum pg-93)

(viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. Flats and bars. (PWD schedule Page 108 item-20 & 3rd corrigendum pg-95)

Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. iii) 5mm thick clear glass (PWD schedule Page 243 item-9i)

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m Ground Floor (PWD schedule Page 99 item-1i)

Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised "C" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (I) 50 mm. x 50 mm. x 8 g (PWD schedule Page 222 item-11,i)

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 SQM. (PWD schedule Page 192, item-15)

Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm, PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm long M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer‟s specification and direction of Engineer-in-Charge(PWD schedule Page 117, item-8)

Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor. In Ground Floor. (PWD schedule Page 134, item-28)

Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (a) 500 litre capacity (PWD schedule Page 37, item-6)

Labour for hoisting plastic water storage tank. (i) Upto 1500 litre capacity. (a) Upto 1st story from G.L. schedule Page 37, item-10

Labour for boring tube well of required dia by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting & fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tube well pipe and the bore. a) For depth upto 150m for 50mm dia tube well with top enlargement of 100mm dia. i) 50mm dia boring etc. PWD Schedule Item no-01(d/i), Pg-49

ii) 100mm dia boring etc. top enlargement. PWD Schedule Item no-01(d/ii), Pg-49

Supply of PVC pipes & fittings Schedule 80(medium duty) conforming to ASTMD - 1785 & threaded to match with GI pipes as per IS:1239 (PART - I) PVC pipes i) 50mm dia PWD Schedule Item no-19(III), Pg-13

ii) 100mm dia PWD Schedule Item no-19(III), Pg-14

Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (50 mm dia). PWD Schedule Item no-06, Pg-52

Supplying fitting & fixing steel cutter piece up to 450mm long with socket 50mm dia. PWD Schedule Item no-09, Pg-53

Collecting sample of water for bacteriological and chemical test from any depth at any time during execution at work including hire and labour charges for tools and plants and sterilizing the equipment, paying all charges and fees, testing etc. complete in all respect as per direction. PWD Schedule Item no-23, Pg-55

Supplying fitting & fixing 300mm housing clamp of approved quality. PWD Schedule Item no-27, Pg-56

Providing 200 mm centre guide. i) With Clamp PWD Schedule Item no-28, Pg-56

Washing & developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with ‘V’ notch including hire and labour charges for all tools and plants and scaffolding as required complete in all respect. PWD Schedule Item no-20, Pg-55

Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-in-charge including cost of all materials labour and equipment complete. (Note: Initial 6 M of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water). PWD Schedule Item no-24, Pg-55

Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete. PWD Schedule Item no-22, Pg-55

Supplying, fitting and fixing heavy type bell mouth reducing socket.(i) 100mmx50mm PWD Schedule Item no-17, Pg-54

Supplying, fitting and fixing G.I. cap at top. 100 mm PWD Schedule Item no-18, Pg-54

Supplying fittings fixing submersible cable Finolex make I.S.I. size: 2.5sqmm Ref: PO. No: 5300307819

Supplying fittings & fixing KSB,Crompton Greaves or equivalent make submersible pump and motor set 1HP, with all necessary arrangements including loading unloading, transportation as per direction of engineer-in-charge (Payment will be made only after satisfactory performance of the pump & motor set for supply of water) Market Rate

Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. PWD Schedule Item no-29, Pg-56

Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work) a) With 0.5 mm thick sheet (PWD Schedule Item no-1, Pg-83)

Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (ii) In wall:- a) b) With 0.63 mm thick sheet (PWD Schedule Item no-1, Pg-81)

Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction. (i) Using Eucalyptus bullah (PWD Road Schedule Item no-18.39, Pg-328)

Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (i) 100mm diameter (PWD Road Schedule Item no-18.18, Pg-324)

Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles (i) 100mm diameter (PWD Road Schedule Item no-18.17, Pg-324)

Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from cut drums (empty bitumen drums) fitted and fixed with a lap width of 100 mm at each joint, complete as per direction including the cost of drum sheets and including the cost of nails, wires etc. (i) With bamboos of length upto 2.00m (PWD Road Schedule Item no-18.38, Pg-328)

Supplying empty Cement bags in good condition. (PWD Road Schedule Item no-18.28, Pg-330)

Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. (PWD Road Schedule Item no-18.28, Pg-330)

Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,PartI.Payment will be made separetly on the basis of actual height based on relevant I.S.Code. (i) For 10 users (PWD Road Schedule Item no-3, Pg-88& 7th corrigendum) Sanitary

Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (PWD Road Schedule Item no-3, Pg-88& 7th corrigendum) Sanitary

Please Enable Macros to View BoQ information