BOQ - PROPOSED HOUSE BUILDING
DESCRIPTION
UNIT
Allo Allow w lum lump sum sum for for supp supply ly of wate waterr for for the the Work Workss and and pay paying ing all all char charge gess and and othe otherr expe expens nses es in conn connec ecti tion on with the supply from water mains or any other alternative method of water supply, storage and reticulation.
Item
Allo Allow w lump lump sum sum for for supp supply lyin inge gele lect ctri rici city ty for for the the Work Workss incl includ udin ing g conn connec ecti tion on,, dist distri ribu buti tion on syst system em for for the the Works, internal arrangements and all payments to the authorities for consumption.
Item
ITEM NO
AMOUNT (RS.)
BILL NO 01 B - PRELIMINARIES
B .1
B .2
TOTAL CARRIED TO SUMMARY
8,000.00
12,000.00
20,000.00
ITEM
DESCRIPTION
UNIT
QTY
RATE
AMOUNT
BILL NO -02 D - EXCAVATION & EARTHWORK
Unle Unless ss othe otherr wise wise stat stated ed,, Rate Rate shal shalll incl includ udee N-l
Back filling with selected excavated mater material ial & consol consolida idatin ting. g. Surfac Surfacee treatm treatment ent;; compaction before filling / foundation. Note
N-2
Disposal of surplus soil as directed & keeping all excavations free from water unless other wise measured separately. Note
N-3
Any additional excavation for working space. Note
N-4
All the necessary earth work support to execute the work properly and un Note
D1
Excavation
D1.1 1.1 Site Site pre prepara parati tion on,, Clea leanin ning site ite vegetati tation on,, Rem Removin oving g bush bushes es,, shru shrubs bs & Exca Excav vatin ating g top top soil, average depth 150mm. Rate shall incl includ udee for for disp dispos osal al of un usab usable le mater ateria iall on site. Item D1.2 D1.2 Exca Excava vati ting ng tren trench ches es,, widt width h > 300m 300mm m, dept depth h not exceeding 1m, commencing from the 150mm below existing ground level. Rate shall include for excavation,disposal of exca excava vate ted d mater ateria iall and and com compact pactio ion n bott bottom om 3 of excavations excavations ft D2
5,000.00
5,000.00
175.00
21.00
3,675.00
25.00
625.00
Earth Filling
D2.1 2.1 Fill Fillin ing g to make-up lev levels to a averag rage depth pth of 350mm with well compacted earth free from vegetation and roots. Surface with suitable compaction method such as ramming, rolling etc.
TOTAL CARRIED TO SUMMARY
ft
3
25.00
9,300.00
Page 3
BOQ - PROPOSED HOUSE BUILDING
ITEM
DESCRIPTION
UNIT
QTY
RATE
AMOUNT
BILL NO - 03 F - CONCRETE WORKS
N-1
Rate shall include for : Depositing, handling, hoisting into position, vibrating etc. and making good after removal of formwork etc. Note
N-2
Characteristic cube strength for all concrete work orks shou hould be 25N/ 5N/mm2 unle unlesss othe otherw rwis isee specified Note
N-3
Supplying and laying of gauge 1000 polythene layer on ground, where concrete is in direct contact with the ground, before pouring concrete unless otherwise measured separately. Note
N-4
Reinforcement Reinforcement & Formwork paid for separat rately unless otherwi rwise specifie fied in the item. Note
Fl F1.1 F1.1
CONCRETE WORK Ground Floor 2'' thk thk. 1:3:6 :3:6 Screed Concrete ete, aggrega egate size 3/4'', in the followings
ft
2
175.00
64.00
11,200.00
F1.1.2 F1.1.2 Concr Concrete ete for foun foundat dation ion
ft
3
170.00
380.00
64,600.00
F1.1.3 F1.1.3 Ground Ground floor floor slab slab
ft
3
502.00
380.00
190,760.00
F1.1.4 F1.1.4 Ground Ground floor colum columns ns 9'' 9'' x 9'' 9'' sized sized
ft
3
82.00
380.00
31,160.00
ft
3
42.00
380.00
15,960.00
F1.1.1 F1.1.1 Under Under Concre Concrete te Foundatio Foundation n Work Work 5'' thick Mass Concrete 1:2:4, aggregate size 3/4'', in the followings
Reinf einfor orce ced d Concr oncret etee 1:2:4 :2:4,, agg aggrega regate te size size 3/4'' in the followings.
F1.1.5 F1.1.5 In Lintel Lintelss 4'' 4'' x 6'' 6'' TOTAL CARRIED FORWARD
313,680.00
BOQ - PROPOSED HOUSE BUILDING
BROUGHT FORWARD
F1.2
313,680.00
First Fl Floor 5'' thick Mass Concrete 1:2:4, aggregate size 3/4'', in the followings
F1.2.1 F1.2.1 First floor columns columns 9'' 9'' x 9'' sized sized
ft
3
78.00
380.00
29,640.00
ft
3
40.00
380.00
15,200.00
Reinf einfor orce ced d Concr oncret etee 1:2:4 :2:4,, agg aggrega regate te size size 3/4'' in the followings.
Fl.2 Fl.2.2 .2 In Lint Lintel elss 4'' 4'' x 6'' 6''
F2
N-5
FORMWORK
Rate for form work to be included for all necessary boarding, supports, erecting, fram framin ing, g, cutt cuttin ing g angl angles es,, clea cleani ning ng,, wett wettin ing g and and any any surf surfac acee trea treatm tmen entt befo before re and and afte afterr plac placin ing g of concrete. Note Plai Plain n fini finish sh Form Form Work Work,, ordi ordina nary ry plyw plywoo ood d
F2.2 F2.2
DPC DPC Lev Level el to Roof Roof Leve Levell
F2.2.1 F2.2.1 Ground Ground floor floor slab slab
ft
2
1203.00
150.00
180,450.00
F2.2.2 F2.2.2 Ground Ground floor colum columns ns 9'' 9'' x 9'' 9'' sized sized
ft
2
404.00
130.00
52,520.00
F2.2.3 F2.2.3 Ground Ground floor floor Lint Lintels els 4'' x 6'' 6''
ft
2
65.00
130.00
8,450.00
F2.2.4 F2.2.4 Frist floor columns columns 9'' 9'' x 9'' sized sized
ft
395.00
165.00
65,175.00
F2.2.5 F2.2.5 Frist Frist floor floor Lint Lintels els 4'' 4'' x 6'' 6''
ft
252.00
130.00
32,760.00
TOTAL CARRIED FORWARD
2
697,875.00
BOQ - PROPOSED HOUSE BUILDING
BROUGHT FORWARD
697,875.00
REINFORCEMENT
N-6
F3
All the reinforcement to be GTB, LANWA or approved equivalent Note HIGH YIELD STEEL BAR BAR REINFORCEMENT High igh yiel yield d stee steell rein reinfo forc rcem emen entt (to (to BS 444 4449 and characteristic strength fy = 460 N/mm2)
F3.1 F3.1.1 .1 Foun Founda dati tion on
Kg
720.00
120.00
86,400.00
F3.1.2 F3.1.2 Ground Ground floor floor slab slab
Kg
2010.00
120.00
241,200.00
F3.1.3 F3.1.3 Ground Ground floor colum columns ns 9'' 9'' x 9'' 9'' sized sized
Kg
338.00
120.00
40,560.00
F3.1.4 F3.1.4 Ground Ground floor floor Lint Lintels els 4'' x 6'' 6''
Kg
178.00
120.00
21,360.00
F3.1.5 F3.1.5 Frist floor columns columns 9'' 9'' x 9'' sized sized
Kg
124.00
120.00
14,880.00
F3.1.6 F3.1.6 Frist Frist floor floor Lint Lintels els 4'' 4'' x 6'' 6''
Kg
172.00
120.00
20,640.00
TOTAL CARRIED TO SUMMARY
1,122,915.00
BOQ - PROPOSED HOUSE BUILDING
ITEM
DESCRIPTION
UNIT
QTY
RATE
AMOUNT
BILL NO - 04 G - MASONRY WORKS
N-l
The rate shall include for: Lifting, handling, weighting all rough and fair cutting, plumbing angles, normal straight cutting, form formiing reb rebated reveals and raking out joints for plastering. Note Block walls in cement & sand 1:5 mortar with joints not exceeding 10mm thickness in following.
Gl
125mm th thick wa walls
G1.1 G1.1 For For first first floo floorr wall wallss
TOTAL CARRIED TO SUMMARY
ft
2
2450.00
108.00
264,600.00
264,600.00
ITEM
DESCRIPTION
UNIT
QTY
RATE
AMOUNT
BILL NO - 05 H - WATERPROOFING
N-1 Unless otherwise specified rate shall include for applying 1:3 Cement sand rendering protective screed thickness not less than 12mm, angle fillets, surface finished with smoo smooth th neat neat cem cement ent fini finish sh anc anc maint aintai aini ning ng of necessary slopes for the floors. Note N-2 Prior to apply waterproofing surfaces should be structurally sound, clean, and free from loose particles, oil, grease, or any other contam contamina inants nts.. Ceme Cement nt laitan laitance, ce, loose loose partic particles les,, mould ould rele releas asee agen agents ts,, curi curing ng membr embran anes es,, and and othe otherr conta ontam minan inants ts must ust be rem removed oved.. All the the surface irregularities such as blow holes, honeycombs etc. should be filled with appropriate material as necessary Note H1
Waterproofing in toilets / bathrooms up to 1.5m height with" Barralastic" or equivalent approved type waterproofing compound. 2
82.00
72.00
5,904.00
2
82.00
72.00
5,904.00
H1.1 H1.1 Grou Ground nd floo floor r
ft
H1.2 First floor
ft
TOTAL CARRIED TO SUMMARY
11,808.00
BOQ - PROPOSED HOUSE BUILDING
ITEM
DESCRIPTION BILL NO - 06
UNIT
QTY
RATE
AMOUNT
ft
3970.00
560.00
2,223,200.00
L.ft
104.00
188.00
19,552.00
L.ft
82.00
143.00
11,726.00
P - ROOF COVERING & ROOF PLUMBING
N- 1
P1
P1.1
All workmanships workmanships and materials shall be in accordance with BS5950 Note Roof Covering
Roof covering with Corrugated Asbestos o
Shee Sheets ts,, 20 pitch on Class I timber framework including 50 x 125 mm ridge plate, 75 x 100 mm wall plate, 75 x 100 mm purli rlins, 50 x 100 mm rafters at 900 mm spacing, 25 x 50 mm reepers at 1200 mm spacing, including decorative asbestos ceiling sheets fixed to sides of rafters etc. Rate shall include smoothing all exposed timber and applying one coat of primer and two coats of varnish, and apply plying ing one one coat oat of prim primeer and two two coats oats of emulsion paint to ceiling sheets and all complete as directed. P1.1. 1.1.1 1 Roof oof
P1.2 P1.2
Supply Supply and and instal installat lation ion of of P.V.C. P.V.C. gutt gutter er 110 110 mm square type fixed to valance board with P.V.C. brackets brackets including all the necessary accessories
P1.2. 1.2.1 1 Roof oof P1.3
2
Supply and installation of P.V.C. down pipes 90 mm diameter fixed to wall with P.V.C. clips including all the necessary accessories
P1.3. 1.3.1 1 Roof oof
TOTAL CARRIED FORWARD
2,254,478.00
BOQ - PROPOSED HOUSE BUILDING
BROUGHT FORWARD
P1.4
2,254,478.00
Valance board width not exceeding 300 mm, 20 x 175 mm sized fixed to roof frame
P.1.4. P.1.4.1 1 Roof Roof below below
P1.5 P1.5
Ridg Ridgee cove coveri ring ng Roo Rooff belo below w
P1.6 1.6
Hip cove overin ring
TOTAL CARRIED TO SUMMARY
L.ft
104.00
240.00
24,960.00
L.ft
52.00
155.00
8,060.00
2,287,498.00
BOQ - PROPOSED HOUSE BUILDING
ITEM
DESCRIPTION
UNIT
QTY
RATE
AMOUNT
BILL NO - 07 T - FLOOR, WALL & CEILING FINISHES
N-1
The rate shall include for all temporary rule rules, s, scre screed eds, s, groun rounds ds etc. etc. for for raki raking ng out out joints of new brick work or hacking new concrete for key, internal & curved angl angles es,, join joints ts betw betwee een n diff differ eren entt surf surfac aces es arises quirks, inter sections between curved or irregular shapes Note
N-2
Unless otherwise measured separately rate rate shal shalll inc include lude for for rev reveals eals to ope opening ningss and skirting Note
T1
FLOOR FINISHES
T1.2 T1.2 Floo Floorr Till Tillin ing g
Supplying and fixing 600mm x 600mm homoge homogeneo neous us ceram ceramic ic glaze glazed d floor floor tiles tiles to an appr approv oved ed patt patter ern n and and colo colour ur incl includ udin ing g 12mm thick 1:3 cement and sand screed bed and point with colored cement to match and forming neat uniform joint between tiles as per the specifications specifications
Tl.2.1 Tl.2.1 At Living Living Area Area
ft
2
286.00
310.00
88,660.00
Supplying and fixing 300mm x 300mm homogeneous semi rough tiles to an approved pattern and colour including 12mm thick 1:3 cement and sand screed bed and point with colored cement to match and forming neat uniform joint between tiles as per the specifications specifications
TOTAL CARRIED FORWARD
88,660.00
BOQ - PROPOSED HOUSE BUILDING
BROUGHT FORWARD
Tl.2.3 Tl.2.3 At Kitchen Kitchen & Dining Dining Areas/ Areas/ Veranda Verandah h
88,660.00
ft
2
302.00
300.00
90,600.00
ft
2
872.00
320.00
279,040.00
463.00
120.00
55,560.00
Supplying and fixing 300mm x 300mm hom homoge ogeneou neouss cera eramic glaz lazed floo floorr tile tiless to an approved pattern and colour including 12mm thick 1:3 cement and sand screed bed and point with colored cement to match and forming neat uniform joint between tiles as per the specifications Tl.2 Tl.2.4 .4 At Bed Bed Roo Rooms ms
T1.3 Skirtin tings
Skirtings 100 mm high with 300 x 300 mm tile tiless inclu ncludi din ng tile tile grou rout to match tch the the tile T1.3.3 T1.3.3 Ground Ground floor floor & first floor
TOTAL CARRIED FORWARD
L.ft
513,860.00
BOQ - PROPOSED HOUSE BUILDING
513,860.00
BROUGHT FORWARD
T2
WALL FI FINISHES
T2.2 T2.2 Plas Plaste teri ring ng 15m 15mm thic thick k cem cement, ent, lim lime, sand sand (1:1 (1:1:5 :5)) semi emi roug rough h with ith wood woodeen flo float on Exte Extern rnal al fac faces, bric rick, concr oncreete surfa urfacces including isolated columns in the followings T2.2.1 T2.2.1 From DPC DPC Level Level to Roof Roof Level Level
ft
2
2920.00
48.00
140,160.00
ft
2
3460.00
54.00
186,840.00
ft
2
82.00
290.00
23,780.00
210.00
90.00
18,900.00
T2.3 T2.3 Plast lasteerin ring 15mm 5mm thic thick k cement sand and (1:5 (1:5)) smooth with lime putty or approved equivalent on Internal faces, on block, conc concre rete te surf surfac aces es isol isolat ated ed colu colum mns in the the followings T2.3.1 T2.3.1 From DPC DPC Level Level to Roof Roof Level Level T2.4 Supplying and fixing 200mm x 300mm homo homoge gene neou ouss glaz glazed ed cera cerami micc wall wall tile tiless to an appr approv oved ed patt patter ern n and and colo colour ur incl includ udin ing g 12m 12mm thic thick k 1:3 1:3 cem cement ent and and sand sand back backin ing g and point with colored red cement to match and form formin ing g nea neat unif unifor orm m join jointt betw betweeen tiles as per the specifications
T2.4.1 T2.4.1 In bathro bathroom omss T2.5 Plastering 15mm thick to reveals width not not exce exceed edin ing g 150 150 mm cem cement, ent, lim lime, sand sand (1:1 (1:1:5 :5)) sem semi roug rough h with ith wood woodeen floa floatt on external faces From DPC Level to Roof Level
TOTAL CARRIED FORWARD
L.ft
883,540.00
BOQ - PROPOSED HOUSE BUILDING
ITEM
DESCRIPTION
UNIT
QTY
RATE
AMOUNT
BILL NO - 08 V - PAINITNG
N-1
VI
V1.1
Rate shall include for preparation of surface clea cleani ning ng down down,, smoo smooth thin ing, g, knot knotti ting ng,, step steppi ping ng etc. tc. prot proteection tion of flo floors ors and fitt fittin ing g, rem removin oving g & repl replaacing ing door oor and wind indow, ow, furn furnit itur ure, e, and cleaning windows etc. upon completion. Note Wall Painting
Prepare and apply one coat of filler or approv roved equilent with two coats of weather shie hield emuls ulsion ion paint int of appro pprov ved colou olourr and quality to external faces of walls, reveals & colum lumns (Inc (Inclu ludi ding ng isol isolaated ted colum lumns) ns) in the the followings
V1.1.1 V1.1.1 From DPC Level Level to Roof Level Level V1. V1.2
V3. V3.1
2920.00
36.00
105,120.00
2
3460.00
32.00
110,720.00
2
104.00
32.00
3,328.00
Prepa repare re and appl apply y one one coat of appro pprov ved prim rimer and two coats of emulsion paint of approv roved colour and quality to internal faces of walls, reve reveal als, s, colu column mnss incl includ udin ing g isol isolat ated ed colu column mnss in the followings
V1.2.1 V1.2.1 From DPC Level Level to Roof Level Level V3
2
ft
ft
Wood Painting
Prepa repare re and apply pply one coat coat of appro pprov ved qual qualiity primer with two coats of enamel paint of approved colour and quality to Valance board
V3. V3.1.1 1.1 Roof oof
TOTAL CARRIED TO SUMMARY
ft
219,168.00
Page 21
BOQ - PROPOSED HOUSE BUILDING
ITEM
DESCRIPTION
UNIT QTY
RATE
AMOUNT
BILL NO - 09 L - DOORS AND WINDOWS
N-1
L1
L1.1
L1.2
L1.3
L1.4
L1.4 L1.5
L1.6
L1.7 L1.7
Rate shall include jambs, all necessary brass fitt fittin ings gs,, appr approv oved ed type type lock lockss and and all all othe otherr iron iron mongery and with waterbase painting From From DPC DPC Lev Level el to Firs Firstt Flo Floor or Leve Levell
Decorative Pannelled door D1, 3'-0'' x 7'-0'' sized flush panelled timber door with high louvers on top Nr
1.00
38,000.00
38,000.00
Nr
8.00
30,500.00
244,000.00
Galzed timber Door DW1, 6'-0'' x 7'-0'' sized with door window with louvers
Nr
6.00
26,000.00
156,000.00
Galzed timber Door DW2, 6'-0'' x 7'-0'' sized with door window
Nr
7.00
24,000.00
168,000.00
Fully Fully Glazed Glazed Window Window W1, 2'-9'' 2'-9'' x 4'-0'' 4'-0'' sized sized with louvers on top
Nos
4.00
36,500.00
146,000.00
Fully Fully Glazed Glazed Window Window W2,3'-0 W2,3'-0'''' x 4'-0'' 4'-0'' sized sized with louvers on top
Nos
1.00
36,000.00
36,000.00
Fully Fully Glazed Glazed Window Window W3, 6'-0'' 6'-0'' x 7'-0'' 7'-0'' sized sized with louvers on top
Nos
2.00
39,250.00
78,500.00
Fully Fully Glaz Glazed ed Timbe Timberr Window Window W4, W4, 4'-0' 4'-0''' x 6'6'0'' sized
Nos
1.00
31,250.00
31,250.00
Pannelled timber door D2, 2'-9'' x 7'-0'' sized with sand blasted glass panel & louvers
TOTAL CARRIED TO SUMMARY
897,750.00
Page 23
BOQ - PROPOSED HOUSE BUILDING
ITEM
DESCRIPTION
UNIT
QTY
RATE
AMOUNT
Nos
4.00
16,450.00
65,800.00
Nos
4.00
19,960.00
79,840.00
Nos
4.00
2,405.00
9,620.00
BILL NO - 10 Q - WATER SUPPLY, SANITARY FITTINGS & DRAINAGE Q1
Q1.1
Q1.2
Q1.3 1.3
From From DPC DPC Lev Level el to to Firs Firstt Floo Floorr Le Leve vell
Supply and fix white vitreous China floor standing Wash Basin and Pedestal with overflo rflow w hole ole and sing single le tap tap hole hole in cent centeer of ''Roce ocell' ll'' bra brand and mode odel ''Urba rban D'' or appr approv oved ed equi equiva vale lent nt com complet pletee to work workin ing g order inclusive of the 1 1/4'' Chromium plated waste outlet of "Rocell" brand and model odel "A70 "A706" 6" and and 1 1/4" 1/4" Chro Chrom mium ium plat plated ed siphon cleanabe bottle trap of "Rocell" brand and model model "A186".
Supply and fix white vitreous China floor stand tandin ing g clo closed sed coup oupled led semi emi back ack to wall Water ater Clos Closet et suit suit with with wash wash down down flus flushi hing ng with with 6/3 6/3 litr litres es dual dual flus flushi hing ng has has hori horizo zont ntal al outl outlet et with with vari vario o drai drain n bend bend and and two two late latera rall hole holess for for bott bottom om wate waterr conn connec ecti tion on,, cist cister ern n with water inlet from rear of "Rocell" brand and model "Urban D" or approved equivalent complete to working order inclusive of universal bend of "Rocell" brand and model model "Vario Joint".
Suppl pply and and fix fix Chrom hromiu ium m plate lated d Pilla illarr Tap Tap for wash basin only cold water of "American Standard" brand model No. 4604.415.50 or approved equivalent
TOTAL CARRIED FORWARD
155,260.00
BOQ - PROPOSED HOUSE BUILDING
BROUGHT FORWARD
Q1.4
155,260.00
Supply and fix Chromium plated 1/2'' diameter Angle Valve brass fitting with Zink head of "Rocell" brand model No. A280 or approved equivalent Nos
2.00
1,230.00
2,460.00
Suppl Supply y and fix fix hand hand held held Chro Chromi mium um plat plated ed Bidet Spray of "American Standard" brand model No. A4700 or approved equivalent Nos
4.00
5,460.00
21,840.00
Suppl Supply y and fix fix Chrom Chromium ium plated plated 4 func functio tion n shower head of "American Standard" brand model No. A-6080 with shower arm of "American "American Standard" brand model No. A6110-974-845 & concealed valve of "American "American Standard" brand model No. A7002C-B JAZZ or approved equivalent for cold water. Nos
4.00
9,830.00
39,320.00
Supply and fix 5mm thick mirror of size 18" x 24" double coated with pencelage back strecher. strecher. Nos
4.00
2,370.00
9,480.00
Nos
4.00
1,810.00
7,240.00
Supply and fix chromium plated 600mm long long Doub Double le Towe Towell Bars Bars of "Roc "Rocel ell" l" bran brand d & model "Charming" or approved equivalent. Nos
4.00
2,970.00
11,880.00
Q1.10 1.10 Suppl pply and fixi fixin ng 1/2 1/2" dia diameter ter chrom hromiu ium m plated Concealed stop cock of "Plumber" brand & model No: NCE-0405 or approved equivalent. Nos
4.00
1,590.00
6,360.00
Nos
4.00
500.00
2,000.00
Nos
4.00
820.00
3,280.00
Q1.5 Q1.5
Q1.6 Q1.6
Q1.7
Q1.8 1.8
Q1.9
Suppl pply and fix fix chro chrom mium ium pla plated ted bra brass body ody and galss Soap Dish of "Rocell" brand & mode odel "Ch "Charmin rming g" - DP 6703 6703 or appro pprov ved equivalent. ( Luxuary range )
Q1.11 Q1.11 Supply Supply and and fixing fixing 1/2" diam diameter eter Bib Bib Tap. Tap.
Q1.12 Q1.12 Supply Supply and fixing fixing 3/4" 3/4" stop cock. cock.
TOTAL CARRIED FORWARD
259,120.00
BOQ - PROPOSED HOUSE BUILDING
BROUGHT FORWARD
259,120.00
Q1.16 Allow Provisional sum for other pipes & fittings for water supply and drainage Pro. system Sum
50,000.00
Q1.17 Supplying and fixing 2" - 1 1/4" diameter PVC. Reducing Socket Nos
1.00
150.00
150.00
Q1.18 Supply and fix 36" x 18" stainless steel kitchen sink with single bowl & single drain of "Sealcore" by mascons or approved equivelant with 5 year written warranty from the authorized agent, including PVC bottle trap and water conne nnection tion with ith fle flexibl xiblee hos hose, swan swan nec neck tap and all complete to working order. Nos
1.00
4,900.00
4,900.00
2.00
5,800.00
11,600.00
Q1.19 Construction of brick sewer manhole internal size of 2' x 2' and depth 2' with 4" thick Grade 15 lean concrete base and 4" thick block masonry side walls in 1:3 cement sand mix with 3" thick Grade 20 RCC cove over sla slab with ith 10mm 0mm dia.t ia.tor or stee teel @ 6" c/c both ways.Rate to include for excav cavatio tion, nec necessa ssary form formwo work rk,, lift liftin ing g hook ooks, concr oncreete pad pad and 1/2" 1/2" thic thick k cement & sand sand rend render erin ing g in 1:2 1:2 mix trow troweel smooth ooth with neat grey cement to all internal surfac faces , exposed external surfaces and forming channel with 1:6 benching
TOTAL CARRIED FORWARD
Nos
325,770.00
BOQ - PROPOSED HOUSE BUILDING
Q - Water supply, Sanitary fittings & Drainage TOTAL CARRIED TO SUMMARY
-
BOQ - PROPOSED HOUSE BUILDING
ITEM
DESCRIPTION
UNIT QT QTY
RATE
AMOUNT
BILL NO - 11 S - ELECTRICAL INSTALLATIONS
S1.1 S1.1
Allow Allow prov provisi isiona onall sum sum for for electr electricl iclee work work
TOTAL CARRIED FORWARD
Pro. Sum
70,000.00
70,000.00
BOQ - PROPOSED HOUSE BUILDING
BOQ - PROPOSED HOUSE BUILDING
BILL NO.
DESCRIPTION
AMOUNT (Rs.)
Bill No. 01
Preliminaries
Bill No. 02
Excavation and Earthwork
Bill No. 03
Concrete Work
1,122,915.00
Bill No. 04
Masonry Work
264,600.00
Bill No. 05
Water Pr Proofing
11,808.00
Bill No. 06
Roof Covering & Roof Plumbing
Bill No. 07
Floor ,Wall & Ceiling Finishes
883,540.00
Bill No. 08
Painting
219,168.00
Bill No. 09
Door & Windows
897,750.00
Bill No. 10
Water supply, Sanitary fittings & Drainage
325,770.00
Bill No. 11
Electrical Installations
TOTAL AMOUNT (Rs.)
20,000.00 9,300.00
2,287,498.00
70,000.00 6,112,349.00
wall length length 333' 1" excavation screed ground slb
1498.5 499.5 320.875
lintls
16.25
walls
3529.8
rubble waterproof roof plinth finish wall finish
1373.625 186 2770.276 269.25 2998 1765
earth filling
1796.9
