3IPRT ga clofAofao, sitet feat 15.12.2017 B wary as—2017—18 OTATE—SIERT VT ART2 oa . ’ + ooo ate eee ya PET FIPhl lip ek yo jaHR ¥5 It ae ke ‘i , fa » - Z (SEN Pipiiy Pre)ae Reels Piste srr INDEX a Chapter Description Page No. 1 2 3 4 1 ‘ INDEX 1 2 > EXTRA CONDITION/IMPORTANT INSTRUCTION 2 3 1__ [MATERIAL 3-9 4 2__|Lasour 10-11 5 3 |CARTAGE 12-14 6 4 |EARTH WORK 15 7 5__|CONCRETE WoRK 16-17 8 6 _ [BRICK WORK 18 9 7 __|DAMP PROOF COARSE 19 10 8 |ANTI TERMITE TREATMENT 20 Fr 9 [DOORS & WINDows 23-23 12 | 10 [MILD STEEL & IRON WORK 24-26 13 |__11__ |RooF WoRK 27-28 14 |__ 12 _|CEILING AND LINING 29-34 | 15 | 13 [PLASTERING & POINTING 32 16 | 14 |FLOORING 33-34 17 15 PAINTING & DISTEMPERING 35-37 18 16 |WHITE WASHING & COLOUR WASHING 38 a9 | 17 __|DEMOLTTION & DISMANTLING 39 | 20 | 18 _|STONE WORK 40 21 | 19 _ [MIsceLLANEous 4 22 | 20 _|RoaD work 42-43 23 21 |WATER SUPPLY MATERIAL 44-45 24 22 [SANITARY MATERIAL 46-47 25 23 __|WATER SUPPLY _ 48-53 26 | 24 _|SANITARY INSTATLLATIONS 54-57 27 | 25 _ [DRAINAGE 58-60 28 | 26 |ANNUAL REPAIRS 6 29 27 DOOR WINDOW HARDWARE FITTINGS a "30 |. [NORMS FOR CONSUMPTION OF MATERIAL FOR 8 BUILDING WORKfun a tine satay Sere se raraters seferr after, SRT Fa, choo, are WATE 69 73/ 2040-3090 /2017-18 RAH 15-12-2017 ~ prefer gre Ba orator aratea—sm WEN-6104/ 2070—-anrogo /2015 ATH 02.14.2015, apratera—arg EN—6508 / 200-090 / 16 ai a11dz016 yd wrafaa—am WeT—as43 /AO-MOYo / 2017-18 Feat 01082017 ERT FA WS ons ores ore ya RET a raat ae am Pisfor wre # ugas eA arch ator meth er fafa alt ab fit aA os seating ah meh oA ae er Bq eralera wb Hiw—2690 /2¢H0-oTRD 2047 Revie 27sa017 are Resi got1.20%7 ah deer anger a TA fra Pra afeaniean 9 wafer fear 4 | ao yoo rare seer aftarat | arrer ga eloRoRo, ame 2 | x0 ara wx the stent afteret | urtta wavs, ctoftof, ama 3 | x0 ate ae aftardt atteren_| Rowe (mofgo) shoe, amr [4 [a0 anofogso aie [after atten | Powo—2 sol oft, sma 5 [30 gael ort auf sfterdt aPrarn simf wes, cioPofto, wepT 6 [zo qa ae ater afer | Fowo—1, cofiofo, mer [7 | go wget wef verre aftren | uretia wus, shofofio, arm 8 | 30 wale ania ere afta | Rowo—1 (erolgojatuMohto, ane @ | 30 woo wet seme aterm | wea avs /Powo—1 siohoReo, FER] 10-| 0 Be weer ara aRterar (GIO) | ome ge, shoROFo, ome 114 | 0 smote ert are oferat Fowo-1 (ofgoyetoMofeo, arr 12 [20 ee omre Reawat [ome afte (wo) [arate aes, aohoRn, ora ‘wftafera Rear srr 8) fag Arn /soefoto / owe tae Wsikh /ecarh ahd FY fre @ aififtra aed ga ager Bont 81 Seal site Yew ae we srt ge Stool, amRT omer omar SRT Wa TERT GrTTel # fRre 18122017 8 eT ah we eY oT qo Sy aT Set Richa raed & orga ore aA Ramya Pater ser we afderuten a cre ord erent eee OTE | Bo (Gaoso strate) srferr afar SPRI ga, choPofio, are oferta a yerrel ye onraxern wore ey eT Rie afte, ome weer TET, aoAolo, aI | Seger oer, (Pere) wa foarte Gere weer stoPofo, eI | MENGTOR, Gee Tez ‘Forever | Fer afar (qo-1) hoof, were | Ra ater, (Ha) alo ofeo, wats; | eA ofa, sare ats stolAokRo, airrer| {per fae ween (arate were aie) eoPofe, oN MRA, ale, RAT te rE, rer | omar siren, srchlarg / 1g) / sera / ath SPATS HN FI HOPOR ae | 8. siftereh afer, srowo/ Rowo—1(mfg)/Ra.-2/ S269) /Bow_1, AAA, SPRL HART | 10. oF rae (io) arr Te cioPnfao, ser | NagSoNa mMieee om eee a Se eet a : der ee Or See a el ee Corea - ai : . = ona fo oJ ee seeCHAPTER-1 MATERIAI si. MATERIAL PWD Speci- | Unit No. fication No. 4 2 2 4a zi 1 [BRICK (a) Class W160 iii [7000Ne. | 5700.00 (6) Ciass M-100 11.2 | 1000 No. {5500.00 (| Staight over brunt Class-276 44.4 | 1000 No, [5400-00 (@) Tiles, Bull Nose Drip Course Brick 1.4.4 | 1000 No. | 6600.00 2 |BRICK BALLAST (a) Brick balast 40mm gauge 12 Gum} 120000 (b) Class-150 brick ballast 25mm gauge 12 ‘Cum_| 1300.00 [(c) Brick Bats of 0.6.8./160 BB 12 Cum. | 850,00 3(A) |STONE BALLAST (From Khera Thakur Quarry) [45-90 mm quage stone ballast Cum _|~ 550.00 3(8) | GRUSHED STONE BALLAST (From Ghali Quara) 45-59 mm guage stone ballast Gum [650.00 224-53 mm guage stone ballast ‘Cum. | 750.00 40mm guage stone ballast ‘Cum.| 875.00 [Crushed stono Dust 2.36mm & below ‘Cum.| 625.00 3(G) | CRUSHED STONE GRIT (From Ghatri Quarry) For Non bituminous work [320mm guage ‘Cum | 90000 ri.20mm guage Gum] 900.00 8.7mm guage and below CuM_|~ 850.00 3(0) [STONE BOULDER (From Khera Thakur Quarry) [(A) 25-40 Kg Cum_| 475,00 [(@)40-60 Ka ‘Cum. | 500,00 (C) Stone Bricks Dressed Each_| 5.00, Size 22-25 x 10-12 «10-12 em) 316) [GRIT hansi Quarry) (A) GRIT 16.22.4MM Gauge Cum | Rstes as per [(8) GRIT 19MM Gauge 7 Cul i [(C) GRIT 20MM Gauge CaM] ee (0) GRIT 10-T6NM Gauge CUM] pat Chl, (E) 13mm /73.2mm Gauge CuM_| Pyro ent [(F) 1.2mm Gauge (oTTT a A (G) fomm Gauge cum] ae Ne 1H) Gmm6.7mm Gauge Gul. (0) 2.36mm Gauge Cum. | #317 [) 20-40mm Gauge Cum} PL2S-10- IK) Stone Dust Cum | 2017 31) [GRIT (Haldwani Quarry) [(A) GRIT 16-22. anna Gauge GUM TD Rates as per |(B) GRIT 49MM Gauge CUM |S perintending| (C) GRIT 20MM Gauge CUM TP "Engineer (0) GRIT 10-TeMiN Gauge Cum | Seely (©) Tamm /13.2mm Gauge CUM] open PWD, iF) 4.2mm Gauge 7 Cu ei tater |(G) Tomm Gauge Coe (H) Emmv6.7mm Ga [or ed () 2.26mm Gauge Sum] NA {(J) 20-40mm Gauge cum] 220 i) Stone Dust cum BeySi. MATERIAL PWD Speci | Unit [Rate in! No. fication No. - ‘GY | Shapad Precast interlocking Tiesfetrength of 90M) at sit fi) 60 mm thick ~ (a) Gre Pn Each _|_1500 (@) Coloured Each [1700 (C) Rubber Moulded Each | 16.50, (0) Coloured Rubber moulded Eacn_| 17.50 _| i) 80 mm thick 7 (A) Gre eact_|_ 1050 — (8) Coloured Each | 71.50 (C) Rubber Moulded Each | 20.50 (0) Coloured Rubber moulded Each | 22.50 | (i400 mm thick (A) Grey Each | 2250_| (8) Coloured Each_| 2450 | (C) Rubber Moulded Each [2350 (0) Coloured Rubber moulded Each | 25.50 F[ih [Rubber Moulded Cement concrete Kerb stone M-20 size 1212" x0" ean | 00.00 [size 1216" 6" Pain} Each | 106.00, [Size 12°16" x6" (Designer) Each_| 11000, size 1218" 6" Each | 116.00 7 [PLAIN GLASS (Best Quality, Cut to Size) [smm thick Tot SaM__| 58000} lami hick 19.47 ‘Sai. | 480.00 | [am thick 19.1% SqM. [435.00 iNote:-For Pinhead glass the rates wil be 10% fess than tne above rates. 3 [GLASS STRIPS (a) Zamm wide (eato3.7 mm Wek) RM 500 (0) 32mm wide (28.1037 mm thick) RM_| 6.10 fe) samm wide (mm thick) RM 6.20 = [UME (a) From Manhyer 721 | Guntar_| s00.00 (0) Kein 1S.712-1964 | Quintal_| 650.00 — 7 [REINFORCEMENT & STRUCTURAL STEEL (e) TMT Bar Fo 4158 da Tome 1 (G)-TMT Bar Fe 415- 1ommto 12mm da To (c)TMir Bar Fe 415 témm to 32mm dia Ton’ | ps por (a) MS. Anges 226, KSTASS| Tome | ore, [ey MS-Fiat 7022215 | Tone |yyqr res (M.S. Sheet Tonne ‘ares lg) MS. Tee Seaton Tone: 3 [MARBLE CHIPS (a) White Snow white Guintal_| 360,00 (b) White- Commercial While ‘Quintat_| 250.00 (c) Red Blood Colour = ‘Quintal_[ 300.00 | (g) Black and other Colour Guintal | ~ 300.00 9 [MARBLE DUST —1 are dust (200 moat) Gunter | 20003 | 70 |GLAZED TILES (1" Quality LS. Marked Jor equivalent) Thickness 6mm (a) 300mm x 450mm size - White Piece _| 6500 (b) 300mm x 450mm size- Coloured Piece [70.00 | (¢ ) 250mm x 375mm size - White Piece | 40.00 | le) 250mm x 375mm size- Coloured Piece | 4500 Ti_|COARSE SAND (Excluding Actual Buikage) 75 - For Agra & Mathura District CaMSI. MATERIAL PWD Speci- [Unit [Rate in Rs. No. fication No. 12 [FINE SAND (Excluding Actual Bulkage] 19 com_|_175000 ~ L_ [if Local Sand = eum} 860:00— 13 (CEMENT. : — = [() Porland Cement (PAC. Birla, JK) OPC. 1s Bag | 245.00 il) Cement (P-P.C. Bag 235.00 (lj White Cement (Kor Bila Brand) TS, 8042-4878 | Bag | 580.00 74 [SURKHI Surkhi 13 Cam. 600.00 76 [MARBLE/STONE TILES (A) Marble while Alobeta 20mm thick, (GOemx 60am She] Sam_| 176000 (@) Marble white Dhungri 20mm thick, (600m x 600m Size) SaM_| 1525.00 (C) Marble white Adanga 20mm thick (60cm x 60cm Size) ‘SqM._| 1150.00, (0) Black granite (Polished) in big slab 20mm thick ‘SqM._| 3000.00 () Black granile (Polished) in big slab 10mm thick 'SqM._| 1500.00 |F) Kotastone of ASI (K) 16 to 24mm thick, 60cm x 60om ‘Sa. | 500.00 (G) Kotastone of ASI (K)25 to 0mm thick, 60om x 60em SaMi_| 600.00 (4) Baroda green 20mm thick, (600m x 600m Size) ‘SqM._| 1100.00 16 [PRECAST TILES () Precast Terrazzo Tiles 20mm tick wih gray cement (250mm x 250mm size) ‘SaM_|_ 250500 1 (125mm x 250mm size) SaM_| 155.00 (i) Precast Terrazzo Tiles 20mm Inc while coment (250 mm x 250mm size} ‘SgM_| 25000 [125mm x 260mm size) ‘SqM._| 165.00 (il) Chequered Terrazzo Ties wih Grey coment (300 x 300mm) nn ead ‘17 |BELUIKAJARIA TILESIROMANO SOMANY, ORIENT, |ASIAN TILES / JOHNSON (Write Cloudy - ordinary colours) () For Floor size 300 x 300mm- WHS TS 777-4970 | Each | 35.00 (il For Wale-size 200 x 300mm - Coloured US. 13755-88 | Each | 30.00 |() Vitiied Tiles 600 x 600mm (Thick Tommy SaM._| 480 00 L(V) For Floor size 300 x 300mm. White (Anti Seid Ties) _| 15777-1870 | each] sep |) Vitrified Tiles 600 x 600mm (Anti Skid Tiles) (Thick 10mm) SqM_| £00.00 18 |ALUM, DOOR FITTINGS: (A) 1S. Marked Aluminum Tower Bot (with fiery |<) 40mm dia Bomm fong Dozen | 360.00 [Gl]10mm dia ToOmm tong Dozen | 420.00 (i) 10mm dia 150mm long Dozen | $40.00 |{Wvy 10mm dia2o0mm long Dozen | — 650-00 [(¥) form dia 300mm iong Dozen _| 860.00 (B) LS. Marked Aluminum Siding Bok with nuts & Bol {0} Bolt Témm dia 20mm tong Each _| 1.00 (N) Bolt témm dia 250mm ong Each | 175.00 ll Bol 16mm dia 300mm long Each | 200.00 (C) 18.0 Matked Aluminum door Handle Id) 100 mm tong Each_|G0 [(l)425mmIong Each_| 5800 (0) Aluminum Door Stoppers Each | 6100 18" OX, IRON FITTINGS (LS. MARKED ONLY) =) Oxiaedron Tower Bl wit {Orm cha od & Stew TOOTS Each_| 200 © Oxized Wor Tower BoitwithTOmrs ia rod & screw Teor Tors Each_| 3809 poet Tower ok wit Toney Garo & sow Een ft aso0 |) Oxecized von Tower Bo with Tra a oes Serew 250mm Each_| B00 \e) Oxidized ron Tower Bol wih Tonmn da rod & sew Stone or Each _| 8030 (9 Gaines on Siding Bor with Ora da tod & sersw Biber Each_ | f0p0 (0) rides ron Sang Bot wit Toon di rod & screw Zeta Each [90 _| G) omy i RayeSl. MATERIAL PWD Speci-| Unit | Rat No. fication No. | {ionic won Sing ot wit Toni 6U&serew SOOT ng Each_| 9500 [q).cuadized Poor Handles with screw 100mm fong Each_[ 4000 [() Oxidized Door Handleswih’screw 426mm long Each | 95.00 Note - For other quaiy less 30% on above rale, : 70 |MISG. FITTINGS [a).S1, Marked ron Hinges 60ram tong Doxen_| 7200 (6)'S [Marked Iron Hinges 63mm long Dazen_| 90.00 (¢) LS. Marked Iron Hinges 75mm long Dozeh_| 0200 [(@) LS. Marked ron Hinges 100mm long Dozen | 132.00, [(e) LS. Marked iron Hinges 126mir long Dozen | 240.00_| [()1S.1, Marked Iron Hinges 150mm long Dozen_| 330.00, (g) Oxidized windaw catcher Right & Left Each [1600 | |(h) Oxidized lon Sta aon | 28.00 ron Serew (Needle fold) 72mm 700 Nos | 55.00 [ron Screws #5mm 200Nes_| 65.00 [0 iron Serews 20mm 200 Nos | _75.00 (iron Serews 25mm 200 Nos | 100.00 [m) ron Screws 30mm “700 Nos | 65.00 (a) Iron Screws 36mm 400 Nos | — 70.00 fo) iron Screws 4Omm 700 Nos | 60.00 (p) Iron Screws 60mm. {100 Nos | 100.00) [q) Bolts & ruts upto 3mm dia Kg 80.00) [fp Above 6mm dia bul upio 13mm dia Kg | 20.00 (s) Above 13mm cia but upto 1émm dia Ka [100.00 [PAINT & DISTEMPERS [Oil Bound Distemper. (Ol paste of best quality vz, Jasian, Burger, J8N (a) white Bg pack| 430.00 [(@) coloured kg pack| 450.00 [Lead White (Safeda) Per KG_| 120.00 Pas Sek Eel Speer Gly Vie Asian, ars zone [Primer (for Wood Pertive | 170.00 Primer (Red Oxide) (for Metal) Per Litre 150.00 JExterior Emulsion Pant (Apex) (a ‘4400.00 (Water Proof Cement Paint Per Kg | 60.00 7 |IRON SHEETS. (a) Iron sheet Galvanized plain 22 gage T2205" | auinta | 6200.00 aa gauge Kt 440_—|-Guintat_|~6400.00 [(b) iron Sheet Galvanized corrugated 24gauge KST440__[ Quintal_|~ 6500.00 _| I(c ) Iron Sheet Galvanized corrugated 18gauge 1.S.- 1852-1977] Quintal 6300.00 (@) Galvanized Iron wire gauge (2414) machine made SqM_[ 180,00 [e) Expanded metal 2.0cm. 16/17 gauge ‘SqM._| 170.00 (M.S. binding wire 20 gauge Ka. 64.00 23° [MESHES () Welded mesh TX 7 size of 10 gauge wire ‘Squ_| 250.00 (i) Welded mesh 1” x 3" size of 10 gauge Wire ‘Sq | 330.00 _| (ii) Welded mesh 2"xZ" size of 10 gauge Wire SqM._| 18000 iv) Marga Jai 172" 24 gauge =F Sam. 79.00 [(v) Mosquito/Fly Proof Stainless Stee/ grade 304 wire 7 mesh gauge vith 0.50 mm dia wire and 1.40mm wide sqm. | 600.00 aperture. TaeSi MATERIAL PWD Speci- | Unit [Rate in Rs. No. fication No. 24 [BOARD & DOORS (15.1, Marked) [e}) Plywood 10mm thick ———— =] sam 90000 = (2) Plywood 6mm thick =F sams -72500 (G) Flush Door 30mm thick Commercial (.S.1, Marked) ‘SqM._[ 1000.00 (4) Flush Door 35mm thick Gommercial(S.1. Marked) ‘Sqm. | 1100.00 [(@) Flush Door 30mm thick Teak (1.81. Marked) sqm._|_170000 [(@) Flush Door 35mm thick Teak (LS. Marked) ‘SqM._|~ 1800.00_| (7) Fiber wood particle board {2mm thick ‘Sqm._[~ 390.00 [(@) Veneered partcte board 12mm thick SaM._| 630.00 (9) Veneered particle board 20mm thick ‘Sq._| 750.00 (fo) Veneered particle board (Deco.) 42mm thick ‘SaM_| 630.00 (11) Teak wood particle board Tamm thick SqM_|_ 730.00 (12) Teak wood particle boara-Tomm thick (Laminated on one WHS) ‘SqaM._| 710.00 (13) Teak wood particle board Tamm thick Sam. | 450.00 26 (MISCELLANEOUS, (4) G.L Barbed wire (Hot Dip) 107 US.276) |_Guintal_ | ~B600.00 (2) Washer (Limpet) 7100 Nos | 50.00 (3) Washer (Bitumen) 100 Nos | 40.00- (4) Washer G.I. 400-Nos | — 45.00 (5) J. Hooks, Ka__| 99.00 (6) Rope (Moon) “Kg —79:00- (7) Rope (Hemp) Kq [0.00 (8) Rope (Cotton) Ka | 85.00 (@) Spun yarn Kg__| 65.00 (40) Rivets 1022.18. 1148] Kg] 110.00 (G1) Nails (County Kg_| 120.00 (12) Nails (wire) Galvanized Kg | 100.00 (13) Tartar ‘Sqi_| 189.00 14) Pulley (For Rolling Shulten Each | 309.00 [(45) Roling Shutter 80X0.6omm ath SqM_| 1180.00 [(19) Roling Shutter 80Xt.25mm lath ‘SqM._| 1525500 [(47) Top Cover (For Rolling Shutter) -60 mm thick RM_| 365.00 (18) Top Cover (For Rolling Shutter) 1.25 mm Thick RM._| 370.00 [(19) Coil Spring (For Rolling Shutter) Each | 450.00 20) Ball Bearing (For Roling Shutter) Each | 300-00 2A)R.CC. Jal 2.0 x 0.75 x 50mm. Sqi_|— 170-00 (22)R.C.C. Jali 1.25 x 0.60 x 40mm SqM_| 165-00 (23) RC.C. Jali 0.75 x 0.60 x 32mm a (24) Plaster of Paris 50 Kg | 420-00 (25) Hessian Cloth ‘SqM_[ 3600 (20) Perforated tes Gem x 6dem x Tamm Tek Tor false calling SqM_| 301, 00 [2 Peas decorative tas Oowirx Dim 1m Wak Tor ans can ‘SqM—| 620-00 [@8) Aluminum T- Channel 2mm thick RM_| 108-00 25) Caustic Soda or Ovalio acid Kg TOO [(80) Anodized Aluminum Sections [(2) 100 x 445 x 2mm thick ¥g_ | 000 [(0) 85.5 x 44.65 x 2mm thick Kg | 300.00 (6) 144 x 44.5 x 2mm thick Kg | at 00 (31) Powder Coated aluminium (minimum thickness of powder coating 50 micron), Sa] | 0) (32) Aluminum Channel Beading Em | 2060 (33) Rubber Beading RM_| 760 (34) Bales (100mm average diay RM.| 6090 25_ [Fuel wood Quintal_ | an100 Dsi. MATERIAL PWD Speci-| Unit [Ratein! No. fication No. 27, [Wood —_ (a) UP. Teak Wood (Cutts Size] Cam_| 100000.00 | [(b ) Sal wood (Cut to Size) ‘Cust. | 6500.00 (c) Sheasham (Cut to Size} = ‘Cu. | $5000,00 (3) Country wood (Mango, Neem etc.) (Cutto Size) Cum. | 2800000 (e) ChiriKall wood (battens & planks) Cum. | 50000 00_| 25 extra tem ALAC, Sheet 6mm corrugated ‘Sqwi__| 26000 (2) A.C. Sheet Plain 4mm thick Sqm. 475.00 [(3) Aluminium curtain rod 20mm dia Ri 0 | (4) Curtain rod Bracket for 20mm dia Pair [85.00 5) Fevicol SH Kg | 185.00 (6) Fevicol SR Kg | 350.00 [(?) Metal Puty 509m packet Pkt | 70.00 (6) Dori cotton average 6mm dia Kg {110.00 (9) Aluminium Shest 26 gauge SQM. 300.00 (410) Alumisium Sheet 24 gauge: SqM._|430.00_| (Cif) Sand Paper Each | 11.00 [ci2) M-Seal 100 gm Prt | 40.00 (13) Teak wood beading size 20x 48mm RuM_| 65.00 (14) Teak wood beading size 30 x 25mm RM._| 60.00 [(15)"Teak wood beading size 20 x 15mm RM_| 45.00 (16) P.V.C. Low level Cistem’s 10 litre capacity with all aA Il 20000 internal fiting perrywere, cert, dip last, ete.) (17) Anti termite treatment of Tive | 44000 (18) Bleaching powder Ka 45.00 (49) PVC. pipe 110mm dia LSI. MaKe(warking presure| aul | dono I4kalsaom) (20) P.V.C. pipe 90mm dia LSI. Maketworking presure Ru | jeo00 lakg/sqem) (21) P-V.C. pipe Tomm dia LS. Make(working presure| ur t i2000 |4kg/sacm) (22) P.V.C. Bend 100mm dia Each [72.00 (23) P-V.G. Bend 7omm dia Each | 65.00 (24) P.V.C. Bend 50mm dia Each | 50.00__| (25) P-V.C. Socket 100mm dia Each | 55.00 (26) P'V.C. Socket 75mm dia Each| 45.00. [@7)P.V.C. Socket 50mm dia Each_| 2800 (28) P.V.C- pipe'sjoinfing solution (Tube). Each_| 440.00 (28) Stainless Steel sink 600 x 450 x 200mm (SI Mark) [@) Without Drainage board Each | 260000 (o) With Drainage Board Each | 3200.00, (30) Stainless Steel sink with drainage Board] eae | ason00 15 10x450x250mm ‘1mm thick (salem steel, ISO 8002) (31) Marble sink 24” x 18°x 16" Each_| 150000, (G2) P.V.C. Water Storage Tank Syniex or Equivalent Titre [8.00 [(83) Brass Sprindel for C.P. Pillar Cock Each_| 10000 2@_|Salwood Chaukhat 100 x 65 single rebate including joint treated wit fevicol properly ni coat of primer, propery nailed with one coat of primer, Rm. | 48000 black japan paints on wall side excluding cost of holdfas lcompiete 100 x 65mm Single rebate (Tolerance 3mm) 30 |Salvood Chaukhat 120 x 65 single rebate inclucing joint treated wit erty nailed with one coat of primer, (ed with fevicol propery nailed with one coat of grimer| Tit IE sango lbtack japan paints on wall side excluding cost of holdfast [complete 120 x 65mm Double rebate (Tolerance 3mm)18% of the cost of goods beyond 100km. ‘Super Si. MATERIAL PWD Speci] Unit [Reale in Re. Ni fication No. St _|Supply of RCC hume pipe NP (Sesket Hume Pi [360mm Pipe a Rm _| 99800 sem Pipe Rm | 1493.00 [s00mm Pipe Rm | 1906.00 e00mm Pipe Rm _|_ 4154.00, 1000mm Pipe Rm_|_«771.00 fr200mm Pipe Rm_|_ 6454.00 {32_|Pre-moulkled Joint fier, 25 mm thick for expansion ont sqm_| 430,00 [33 [doint seatant Kg _| 180.00 34_[Sealant primer Ka _| 120.00 36__[Plastic sheeting, 125 mm Micron tick Sam_| 25.00 _| 36__[Plaslic sheat 1.25 mm thick for dowel bare ‘sqm_| 30.00 '37_[Curing Compound Liter [65.00 38° [Super plasticizer admbture IS marked as per SLOT03 i= |= (eon }1999/2003 Notos- 1 Rates of all Matorial as above are inclusive of Contractor Profit except item No. 1, 2,3,9, 11, 42and 13. 28% Contractor Profit on item No. 1, 2,3, 8, 11, 12 & 13 may be given while taking the supply through some Agency other than direct supplier. 3. G.S.T. Shall be added on all above items as per applicable 4 The rates for Item No-t,2 (Bricks & Brick Ballast) are at Kiln including cartage upto &h krn, Loading unloading stacking, royalty ete complete. 5 The above rates are inclusive of octroi, royalty, Zila Parishad and all other taxes. but excluding Forest Transit Fees, Toll tax. & The rates of stone ballast, grt, stone khanda, cut stone boulder, coarse sand, local sand, moorum etc. are fixed at quarries loaded into Trucks. The material should be purchased from nearest approved quarry, 7 MLR must bo approved by competent authority before starting the work. "8 Transportation Charges for lem No-31 @ 15% upto distance of 100Km which shall notexceed ga (sik Kgrawa tending Enginoe r Agra Circle PWD, Agra ae?CHAPTER - 2 LABOUR FOR ROAD & BUILDING WORKS LABOUR FOR ROAD «& BEEeeerererscm “+ Description unit | Rate in Rs. 4 2 3 Ax | 41 __[Mistrinason 1st Class Day 450.00 2 [Mason _| (a) Ordinary Day 400.00 (0) For floor and tile work Day 450.00 3_ [carpenter (for furniture works) Day 450.00 [Carpenter (for other works) Day 400.00 4_[Btack Smith Day 450.00 5 __|Hammor man Day 350.00 6 [itor Day 1430.00 7_|Welder Day 7430.00 @ [Painter for polishing work Day 400.00 Painter for painting work Day ‘400.00 | (a) Plumber Licensed with Kit Day 450.00 (t) Plumber helper Day 310.00 : 10 —_|Matef Agent Day 320.00 | i 11__ [Beldarichaukidar Day 310.00 12 |MazdooriGootle Day 300.00 \ 43 _[Ehishti with Mashak Day 320.00 : 14, [White Washer Day 320.0) ‘ 48 _ |Beldarfor bitumenous work Day 3000 | 16 _|Glazier Day 490.00 ; 47_ |Two donkey with driver Day 800.00 18 _[AminfTracer Day 400.00 19 [ptatian Day 320.00 20 _ |deep/Truckitractor/Roller Driver Day 400.00 21 __ |Surveyer! Draftman Day 550.00 22 |Armod guard Day 400.0 23 _ [Bullock cart Day 750.00, 24 tor Day “450.00 25 [Sweeper a) Full Time Day 36000 (b) Part Time Day 260,00 [® Feor cating We With operator but excluding Grinding bay w000 ch. \ Riea Description Unit | Rate inRs. 4 z 3 4 21 _ [Tractor Wolley with driver including POLL. Day | 150000 2e_[azlorwith water Tenker with diver including wel CORT | — ya, | gon 29 _[1.0-B. Machine with driver including P.O... Hour | 100000 30__ |Road Rotter with driver including P.O. Day | 280000 34 [Jeep with driver but excluding Fuel Day | 100000 32 [LABOUR RATES (FOR BRIDGE WORK ONLY) lf Mason (very Skilled) Day 36000 (i) Black Smith (very Skilled) Day 00.0 ) Weldor (very Skilled) Day 575.00 (w) Sinker (very Skilled) Day 375.0 (v Sinking Helper (Skilled) Day 45020 (vp LabourBeldar (Skilled) Day 360.0 (vy Wate/Supervisor very Skilled) Day e750 (vil) For heavy machines Day 710.00 (tariver for heavy machines lke cranes Day | 100000 Doe ‘e. (S.K. Agrawal) ‘Superintending Engineer Agra Circle PWD, Agra wy ‘eprafery arefterer arfrerrir aH + 1832 / 2EIO-NIOFR / 2017-18 Reales . 1S arta, 201; woratera-sra gu araia & HT HO 3600 /2TH0-GeOxWt / 2015-16. Retia 20.9 2018 ERT Se gerard anf Gd ora Mrmr amet Bq ey sim Yea Meda fa ‘rar en, ot feria ono6.2015 tsar) mre ran ems acta Haifa wa rei at a gh Bont & werenan degT omy tee S dees a aida we MH at apePrafeor fear Gr areca A area BL ee a gee Peafeor oe aT Fa-faH fra oA oy Rais 15042017 at yaks 1200 we A ga waters Haw gE & ad, Rett Pr fanfeel & war Aver = go wary qr wera, shen aiftaran, oars Gea, Toole, eer | go weha ga, after offen, wafa ws, eofofte, ears 1 do wide Rig, fen siftarn, Prater avs-1, coMofo, aes | Zo orate aftr, after afera, Prater aes-2, atofiofo, rer | do anita Gar, afrerh siren, write ws, aoohe, were | Yo sara GAR, after aPercr, Prater avs-1, sioMofto, wake | go wa Rig, after siferc, Prafr avs-2, Hlofofto, waar | N@OeAON SD re: ies Prafor fam & firgys otis Reet aS aeees a aida ae é wt or pate cere 8 ona Pest cer wofter afrraet are wiwafa! fed wa Profa Fore we TE 2017-18 @ fey ear Et S scene fen oer | we at fee 16042017 8 ward EPA) we Re oem ea S fe A Ei fieta Poni 3 spe ard PramTER wear a we offers at oe A waft ORT GL Serre + aor gear Eo (fort _ gare thas ) archery afar (= Te, ToMoho, ear; wae . Geea RRR Crater wh yar! ya arerewar afer bey Ofer Rta sifira, AoPoRo, anpr-12, wove we, Ae | WRia, Sarre Rewer sure, mre eer rey, TRA, Serre | Pita, Wer yeah ee ee ke, arora et, SET | gPeNeRaene Bags 45, 16. 7. 18 # wae afta (eer) ya Sere aif (Reed et Raarmen, ono shoPFofeo, eras | Pitter), sono AoPioo, ware | Sgat afer Ginter wg), voxo HoPole, Te Sa-PeeF, TORO wT AMA GRE, A a, TAT | sera Peer, somo eroralta Prafer Prem fio, Hers | saver Pte, sono aor Wy Wer ora (ra), woxo FR sian Rognowlowiomgo), Toole, sa 1 FEA SPT (en 8 te, ces Per feo, cre 1 PoMoRe, wa) mo TBTATET, YOO eTETATe | FEL mAs see, mPa cede wis, BORO TA, HET sea, SoHo Wer Fest URE, AW eH, BETS, seer sPrerm, Peter, ‘sioFoe, cer shan, POT / are er, ruber waar,CHAPTER'S (CARTAGE) SCIPTON OF WORK a rincato[ —eer | PHF Cin Peel cumin | (eumay | 7 z 3 . ange of Baa Kear, Cou, GHW Sand os Oa 231 o\]onsr9 and. unloading bit etching scinge ot pecel] 3.4 roads, i a em Bo | 1770, ad ai [ 8a “rte aso | 1s85 ath jeso—| ‘1800 ikki. jaa | ies hk Taso | aa20 hk. 580 | 21700 ak ia10| 210, Sirk. Tasd_| 20.60, TOA 1x00 | Pato Tien vie0_|_ 820 ape 3130 | “20 “sive 300 | 23880 ater faro—| mao ‘iii i050 | S870 “eve 1030_| 00 Wien. ia70_| “a0 10 ‘er 390 “3000, “Bin Sao [39.0 Zan ae) [940 stir 30 | 9580 Em ‘940 _—| 31630 irk 9.30__| 357.60 ities 870 [38.80 = “310 | 40590 zen. oa ee Zeke. 300 — [ato mare Soo [ anes ake Bao | aaa Siete Oo ee ts distin s0_[ Siar Si. S90 | 6h 100k 7 iste 200kin i Bitte anwar $00 —[-—— =r DESCRIPTION OF WORK BW | RATE METRE SVETER = Gomes |_UNT | maTE is z 3 ‘ | |Cage wig aii a BL Ka as = ae er et exclusng te @tosiia Par Gum_| 08 (Unig Peron | 1700 FOOrNG ‘Lead TGA io tios been tenn consieraton when deciding the Cartage. 2. Fo Flt deduction losceg and unlowting charges. add 39-13% on the shove ‘alESTGF SLND, 231 ( ‘3. Cetietor Pro 10% Inctve no sbove ae Cstaiy ( sive ger tat)CHAPTER-4 EARTH WORK Si. [S.1No| Description of the Weme PWD Specifi cation No. No. Unit | LABOUR RATE (Rs) 3 5 é OVER ALL] RATE |_iRs.)_| 7 ot | 25 Excavation in foundation ta ordinary soil (Loam, ‘Clay or Sand) Including lit upto 1.50 m and lead| upto 30m and including filing watering and| ramming of excavated earth into the trenches nto the space between the building and the sides| Jf foundation trenches or into the plinth and} removal and cisposal of surplus earth as directed} by the Engineer in-charge upto a distance of 30m} fiom the foundation trenches. cum 12000] 02) 282 [As in lem 251 above but excavation In soll mixed| with moorum shingle kankar requiring the use of] special tools and Plants such a pick axes subbals| etc. cum 138.00] 0s | 25a] Earth work in culing orm embankment in ordinary el Jeccavation to be in the form of a regular pits not] Jeceeding 0.50m in depth and earth work in| Jenbankment to be in 200m layers including ramming and dressing the surface to required levels and slopes| and also including 1.5 m tft and 30m load. The earth in orm of cutting (b) to be used as spol banks within 60m] Jdstance as directed by the Engineer-n-Charge (Rates| includes royalty of Re. 30.00 earth but exeluding| Jeastof earth.) cum +4800] 25300) [Exra_ for Earth work in embankment mochanicay| Jeompacted 10 95% proctor density In ordinary sol leccavation to be done form of regular pits nol eccooding 0.5m in depth and work embankment to be| ir 20cm layer including ramming and dressing| patveerzation he sur including Supply of Labour, T&P, Rolle and water sprinkler cum 403 | 254 [Add to Wem (251-282) to every additional Sm] lead of part of 30m (100R) or for every additional 1.5m (Sf lit or part of 1.6m (Sf) cum 15,0] [4.04] 266 [Sand filing in plinth excluding supply ol] necessary quantity of sand from a distance not| Jexceeding 8 Kms from the side of work and| including watering dressing etc. required for| proper completion of work (Lead upto 30m & ti 1.5m) (labour ony) cum 60.00] 405 | 258 Cleaning Jungles including uprooting of trunk] vegetation grass, bushes, wood trees and sapiing| Jot girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish| lupto-a distance. of 50 meters out ‘side: the| periphery of area cleared, Sqm 4.00] ass Tole Agra Circle BW.O. Agee = ya?CHAPTER-5 CONCRETE WORK Sh. No. PWD SI ion of the Item is Description of th Pwo Speci fication No. LABOUR unit | RATE (Rs) Over All Rate (Rs) 2 3 4 5 6 7 273. [Providing and Taying cement concrete in 136912 (7 lcement 6 fine sand: 12 graded stone aggregate 40mm| nominal size) and curing complete, including cost of form work. In Foundation and floors. (Fine sand not less} than in 1.25 FM) 444 cum. 750.00 3700.00 274 [Providing and laying cement concrete In 16:10 (1 [Cement : 6 tine sand : 10 graded stone aggregate 40| |mm nominal size) and curing complete, Including cost of| form work. in Foundation and flrs, (Fie sand not less then in 1.25 Fe) 4444 cum.| 780.00 3900.00 275 [Same as fomto above bat n a8 448 [Cum [780.00 [4300.00 261_|Same as lem to above but in 1:4:8 in coarse sand 41.8 [Cum [70.00 5100.00, 280_|Same as item to above but 1:3:6 In fine eend a16 [Cut [780.00 "4300.00 ‘2BO(AY [Providing end Taying cement concrete in F307 |Coment : 3 coarse sand : 6 graded stone aggregate 20} Jmm nominat size) (not less than strength of M-10} concrete Jand curing complete, Including cost of form| }ork. in Foundation and foors, Cum 780.00 5800.00, ‘27 Providing and laying coment concrete In 4:24 oF nal less than sength of M-150 Sione balast (40 mm| nominal size) approved coarse sand and cement, cutiag} Jcomptete, Inckiding cost of form work. In Foundation} and loos. Icum.| 960.00 5800.00, ‘279{a) |Same as Wem No 4 above bul with Zoram. Nominal stone grit in stead of 40mm stone ballast Cum.) 980,00 282 |Cast Cement concrete door sills, chaukhats, bounaiy] posts, shelves and similar smal work with cement, Japproved coarse sand and 2cm gauge stone gt in Proportions of 1:2:4 excluding its fixing and binding th Jsame with 24 B.W.G.G.,, binding. wire, moulds, al materials labour, Too's & Pian etc. required for proper completion of the work. The rate exeludes making | crip course which shall be pad extra, 5.17 Cum.) 960.00 6350.00 | 3600.00 0 283 |R.C.G. work wit) cement approved coarse sand and] j2cm (9/47) gauge approved stone ballast in the} proportion 1:2:4 (One part of Cement, Two Part (Coarse Sand and Four Part of 2om Stone Gri n lintels of doors and windows excluding supply of Feinforcement and its bending and includhg its fing and binding the same with 24 BWI bindrig wire and| including necessary centering end shitteting ete and also including supply of al materials labour and tool} and plants etc. required to proper complation of the| jworkstrenath of the concrete shell not be less than Wt 15 grade, 51.4 cum] 960.00 7:00.09 Ti 284 _|As in Rem 283 above but for sabe 54 ‘Cu. ] 960.00 7700.60 2 25a(a) [Same as tem No, 284 above bul ETS Bt [Cum [960.00 8350.00r Lagour| over ait si. [Pwo si Description ofthe tem ‘Pwo speci unig | Rate | Rate No. | No _ wa. ea (Rs) | (Rs) 4 2 3 4 5 6 7 43 | 285 | i Wer 289 above bil n Tighter beams Te having seen upto 344 loum| 960.00 | 2260.00 7a | 285 [As in Wem 283 above but n heavier beams Ta Raving) - spans more than fm 5.14 |cum| 960.00 | 9500/00 15 [287 [As in tom 283 above sin REC. Raf Toundaon ar} foun wih 4em. Geuze approved stone balat 514 |cum| 960.09 | 620000 16 | 268 [As in tom 263 sbovebutin RC. 7. boam and RET Column 5.14 |oum 60.00 | 6260.00 47 | 280. |Asin tem 289 above bitin RCC, Column in 11.53 541__|cum| 960.00 | 8700.00 78 | New RCC. work in thin shelves as above in Nom 71 bul :1.5:3 (about 2.5¢m thick) ineluding binding and fixing] Jof reinforcement in postion Including Cuting of wall [Fbing shelves to the satisfaction of engineer m charge Including cost of all materials centering ana| shuttering etc. but including cost of binding wire and fixing in positon 51__|sqm.| 260,00 | 425.00 48 | New |Providing and laying in postion Tachine batched ana] Imachino mixed design mix M25 grade cement concrete for reinforced cement concrete work, using |cement content as per approved design mix, incuding| JPumping of concrete to site of laying including the cos of centering, shuttering, finishing and but excluding reinforcement, including’ admixtures. in recommended Jproportions.as per 1S: 9103 to accelerate, retarder for setting of concrete’ improve workabilly ~ without) impairing strength and durabiliy as per direction of [Engineer.n-charge. Note:- Cement content considered In this item is @ 330 kg/ cum. Excess of less coment lused as per design mix is payable or recoverablel separately upto plinth fever 5.33.41 (Cum ‘8000.00, i) same as above but for M0 grade. 5.34.1 | Cum 8200.00, ‘Same as above bul for M-35 grad. 5.34.2 [Cum 8100.00 Is) same as above but for M-40 grade. 6.343 | Cum 8250.00, D Same es Above pinth level upto floor evel for M25 lorade 5.332 | Cum 9400.00 | li) same as above bul for W-30 grade. 5.34.1 Cum 9450.00 lip same as above but for M-35 grade. 5.342 | Cum ‘9560.00 w) Same as above bul for M-40 grade. 5.34.3 | Cum 9600.00 20 | New |Making plinth protection 60 mm thick of cemenl Concrete 1:3:6 (1 cement -3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of ary brick tallest 40 mm nominal size, well famed and consolidated and grouted with fine sand including finishing the top to give smooth finish and proper grade, 417_|sqm. 425.00 aol ‘Superintending Engineer Agra Circle PW.D Agra SRK UIEW.CHAPTER-6 BRICK WORK jPWO Speci] [Lapour| over at | 51 PAD Sh Description of the item fication No.) unit | RATE | Rate Hoy) (Rs)_|_ (Rs) 41 2 3 4 5 6 7 303 [oass-160 (Non Modular) brick work in 1:6 [cement and Coarse sand mortarin foundation and} plinth including supply of all materials, labour and| fraP etc. required for proper completion of the} |work 6.12 | cum| 960.00 | 4500.00 2 | 303{a) |As in Item (303) above but in 1: ‘cement and fine| |sand morter. (Fine sand not less than in 1.25 FM) cum | 960.00 | 4360.00 | 3 [305 ]As in Hem (303) above but in 1:4 coment andl Jcoarse sand mortar 6.1.4 cum | 960.00 | 4700.00 @ | 305{a) [AS in Item (303) above but in 1:4 cement ‘and Fine] [sand mortar. (Fine cand not loss than in 4.25 FM) cum | 960.00 | 4570.00 © | ao [As ih Tem (808) above but in 425 cement and eoarea sand Weiss 6A4 Cum | 1075.00 | 4950.00 | S308 [Same as Wem No. (308) above but in super| structure above plinth level upto floor five level [upto five stories) including necessary cuting and moulding of brick work as required and also} including honey combed brick work in thickness wali more than 12cm. add to above items 1 to 3 4 | cum| 6000 | 200.00 7 | 310A As the item 2&3 above but in superstructure for| | lwall thickness 12cm.and below add extra, iar || cum Iteingos|) stooe © | SOB [As the Wem 263 above but in superstructure To lwall thickness 8em.and below add extra, 613 | cum| ss0.00 | 560.00 2 Superintonding Engineer Agra Circ} D. Agra SPYCHAPTER-7 DAMP PROOF GOARSE si, | PWD No. |SINo| Description of the item PWD Speci fication No. Unit TABOUR RATE (Rs) Over All Rate (Rs) 1|2 3 4 6 7 1 [aera Providing and laying D.P.C. 26mm thick with cement concrete Consisting of One Pari iCement, 1.5 Part of Coarse Sand and three part lof approved 10mm grade stone grit and} including water proofing material as directed by| the Engineer-In-Charge in the proportion as specified by the manufacturer. 4.40 Sqm 70.00 260.00 2 [sere] Providing and laying D.P.C. 40mm thick with] [Cement concrete Consisting of One Par] |Cement, 1.5 Part of Coarse Sand and three par! lof approved 10mm grade stone grit and including water proofing material as directed by| the Engineer-In-Charge in the proportion as| specified by the manufacturer. 85.00 370.00 3 | 362 Painting on DIP.G, wih two coats of air blown] bitumen VG-10 gade @ 1.70Kg/Sqm| approximate including cost of fuel if any. 443 Sqm 35.00 Superintending Engineer Agra Circlo B.D. Agra eh! =pyyCHAPTER-8 ANTI TERMITE TREATIES ANTI TERMITE TREATMENT si, |PWD. No. |SINo Desoription of the Item PWD Speci- fication No. | Unit [ LABOUR [Over All RATE | Rate (Bs)_|_ IRs) 2 3 4 1 [New [Antitermite treatment of along external well lwhere the apron is not provided using chemical lemulsion @ 7.6 litres / sqm of the vertical lsurface of the substructure to @ depth of 300) Imm inoluding excavation channel along the will & rodding etc. complete: IWith Chiorpyriphos / Lindane E.C, 20% with 1 %| Jconcentration ‘sqm -__| 150.00 New |Antitermite treatment of soll under floors using |chemical emulsion @ one litre per hole, 300} Imm apart @ 100 Nos Holes per 9.00 Sqm.| linctuding driling 12 mm diameter holes and} plugging also to match the floor property IWith Chiorpyriphos / Lindane E.C. 20% with 1 %| concentration Sqm ~__| 173.00 \ aie ‘Superintending Engineer Agra Gi W.D. Agra ee?CHAPTER-9 DOORS & WINDOWS ST PWD Speer LABOUR TOver All Description ofthe item fication No. | unit | RATE | Rate |) 3 4 ‘5 6 7 Supply and thing of Hush doors, commercial lqualty conferming of 18. 2202 part-1 (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolt, locks. handles, springs, iting with -nosessar scrows to be supped departmental [(A) 32mm thick 9.242 Sq.M._ |" 280.00_| 7620.00 (8) 40mm thick 9211 | SaM.| 260.0 | 1830.00] (C) For double leat shulters add extra In over all rates sqm. | 7000 | 165.00 [Same as lime No-t & Extra for providing ipping| lwith 2nd class teak wood battens 25 mm minimum] Jdepth on ali edges of flush door shutters (over all [area of door shutter to be measured), sqm. | s000_| 30000 [Same as lime No-t & Extra for providing vision] [panel not exceeding 0.1 sqm in all type of Mush] |doors (cost of glass exciuded) (overall area of door shutter to be measured) [Rectangular or square sam. | 3000 | 130.00 PIF 30mm thick plain faclory made panei PVG |door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19| |mm for styles and 15x18 mm for top & bottom ras MS. frame shall have a coat of steel primers of lapproved make and manufacture . M.S. frame| lcovered with § mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width cut) [of which 50 mm shall bo flat and 20 mm shall be} lapered in 45 degree angle on both sides forming] Istyles and § mm thick, 95 mm wide PVC sheet oul of which 78 mm shall be flat and 20 mm shall be| tapered in 45 degree on the inner side to form top| land bottom rail and 115 mm wide PVC sheet out of| which 75 mm shall be flat and 20 mm shall bo| tapered on both sides to form lock ral Top, bottom and tock rails shall be provided both sides of the panel. 10 mm (5 mm x 2) thick, 20 mm }wide cross PVC sheet be provided as gap insert for top ral & bottom rail. paneling of § mm thick both side PVC sheet to be fitted in the MS. frame [telded! sealed to the styles & rails with 7 mm (5 rwm+2 mm) thick x 15 mm wide PVC sheet beading Jon inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC} Strip of 20 mm width is to be stuck on the interior side of the 'C’ Channel using PVC solvent adhesive} etc. complete as per direction of Engineerin- charge, manufacturer's specification & drawing, Sq M. | 790.00 | 2350.00 “Shag goo aesi. Pwo: No. |SI No] Description of the Item =] PWD Speci- fication No. | unit LABOUR | Over All RATE | Rate (Rs)_|_ (Rs) 2 3 6 7 New |Frovding & Fixing 7.00mm thick deoorative high] pressure laminated sheet of plain / wood grain in Jgloss / matt / suede finish with high density protective surface layer and reverse side of fadhesive bonding uality conforming to 1S : 2046) ‘Type S. Including cost of adhesive of approved quali 225.00 _| 630.00 New [Providing and faxing aluminium work for doors) |windows, ventilators and partitions with extruded| buit up standard tubulér sections! appropriate 2| [sections and other sections of approved make} ‘conforming to 1S: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including} nesessary filing up the gaps at junctions, ie. at top bottom and sides with required EPDM rubber! neoprene gasket etc. Aluminium sections shall be| fsmooth, rust free, straight, mitred and jointed} mechanically wherever required including cleat fargie, Aluminium snap beading for glazing 1} paneling, C.P. brass / stainless steel screws, al complete as per architectural drawings and the} Idirections of Engineer-in-charge. (Glazing, paneling] and dash fasteners to be paid for separately) : K |Anodises aluminium (anodised transparent or dyed to requited shade according to IS: 1668, Minimurn} lanodic coating of grads AC 15) 420,00_| 380.00 B |For shutters of doors, windows & ventialors| including providing and fixing hinges / pivots and} making provision for fixing of fitings wherever} required including the cost of EPDM rubber neoprene gasket required (Fitings shall be paid for) separately). Powder coated aluminium (minimum) thickness of powder coating 50 micron) 145.00_| 500.09 New [Providing and fixing glazing in aluminium door, lwindow, ventllator shutters and partitions etc. |with EPDM rubber / neoprene gasket etc. complete las per (Cost of aluminium snap beading shall be| paid in basic item) i) With float glass panes of 40 mm thickness 228.00 | 785.00 iy With Float glass panes of 5.5 mm thickness 230,00 | 900.00 ii) With float glass panes of 6.0 mm thickness 360,00_| 1225.00 New Providing and fixing glazing in’ Z-section| lwindows, doors, ventilator shutters and| partitions ete. with Glass puttybeading etc complete I) With float glass panes of 4.0 mm thickness 225,00 | 680.00 li) With float glass panes of 5.5 mm thickness 235,00 | 790.00) Ii) With Float glass panes of 8.0 mm thickness 375,00 | 1140.00]PWD Speci-| | LABOUR [over au Si | PWD Description of the Item fication No. | Unit | RATE | Rate No. | SI No} . (Rs)_|. tRs)__| TE z 4 6 6 | 7 @ | New |Providing and fixing double action hydraulic floor] spring of approved brand and manufacture Jconforming to IS : 6315 , having brand logo| lombassed on the body! plate with double spring ‘mechanism and door weight upto 125 kg, for doors including cost of cutting floors ,embeding in floors| as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single picve M.S. sheet outer box! lwith slide plate otc, complete, With stainless steel cover plate minimum 7.25 mm] thickness Each_| 725.00 | 2400.00 70 | New [Providing and fang 12 mm ck Wametoss| toughened glass door shuttor of approved brand jand manufacture, including providing and fixing top| & botiom pivot & spring type fixing arrangement and making necessary holes ete. for fixing required door tings, al complete as per direction of Engineerin- charge (Door handle, feck and stopper etcto be paid separately), sq.m. | 1475.00 | 4875.00 ae ‘Superinteriding Enginoor Agra Circle RW.D. Agra A ) ery leaning of grease, cit and fregn mater sand Prep and keting ineudng cos: of materials samt | 1100 a | BEETS rte no. 658 above Bu Tr every coat afer Hat cot oF On previously treated surface sam | 1100 | 2200 FET -EHE Poitng wood work wih double baled ween of wo ove oer eine Mpcuding leaning the sustace of of dit dust and sere ares ao a8 to produce» smooth dry and ma suface weNing [cost of all materials. sqm. |_6.00_| 12.00 6} GET Removing of pan or vara Fm sel an oer mele tire af ome vtod aged surface with paint remover of approved bend a) fom Wesurer or wih causto soda and making the surface ever Jncluding cost ofall materia sat. | 8.00 77] GRE [Patan with French pais (mproporion 2 Bask Vax ° Binseod Potting ene ol 0.5 varvish By weigh) on ree wood ase jase ncuding clearing the surface of all cit dust and se) erases enonth and a coat of woo Mr nung ease al mse 45.00 squt_|_18.00_| 59.00 =a {ase [ie wT po, 068 above aT patanine on prainasy polshed sr Ret pane surface (wax plsh in propartn 2 tupestine ol: 05 varnish by weight | ao |Fish wale wih waar prota Corie! pat of SPO‘ ET ea a guper snoweem, Durocem, Reblance, Gutveem, Supercer sua and of rouved shade on undecorted wal sufae (One oon pear ad including one coat while cement primer to ave and even} (orate after thoroughly after brushing the surtacs'. sqm.|_10.00 | 30.00 squ.| 14.00 | 55.00 a} Bar [Sara a env 55 above BUT each cea of waterron coment paint aftr the fst coat{o give an even shade. at Hew [Fahne walle wit sandiox wait Coat ovt a ping cost 2 ‘ rater proof coment paint of approved quay ouch 55, subst eveam Durecan super gully of required shade on uncovers] ' \ecr'terface to give an even shade aller thoroughly brushing the Wafoce to remove all dit and remains of foose powiered matril cluding curing te cost of el material labour, TAP ete compte sqm.|_6.00_| 25.50) sqtt.|_28.00_| 100.00 1 55} GEE |Fiianing wale with one cost of waterproof cement paint Joporoved quality on previously old weated surface wth i pat ) eres even shade after thorough trusting the surface fo remove 2 cand romaine of loose powder material Incuding cing and cost of at materials 55 hew [Wall panting (one cont) with pase emulaon pant of pproved Mand and manufacture on decorative wal surface to give an even) rare incuding thoroughly brushing the surface clean all of dit larease loose plecos and prepare smooth ' Fa [ New [es gro et a. 25 above aed fr every subenquent coat of wal fairing. with plastic emuisin pant” of spproved brand anc} manufacturer. E-| New [Spit polish nduaing tend papreing clearing The surtace oper es thon applying the spit polish colour wath shining feshing sunny ft er tapout material and TEP required fr proper completion of work. 13.68 sqm | 10.00 | 95.00! squ.| 18.00 | 95.00 sqm. |_12.00_| 66.01 (ay New Surface (e) Od Surace, squ[ 700 [woe SqW[2000| 1508Pwo sINo Description of the Item PWD Speck] fication No, LABOUR [over Ai] unit | RATE | Rete s)_| cs) 3 <4 5 é 7 New Finishing walls with POP approved brand and manulaclre and ai requied shade en undacorated wal surface lo give even shade over including curng and cost ofall stevia labour, TAP ete. required fo proper camplation of work sam |_4500 | 12000 a New [Finishing walls with Putty approved brand and manufacture end of] required shade on undacorated wall surlace to give even shade 0 incuding curing and cost of ali material, labour, TEP eo. requied fr lproper competion of work sqm | 4500 | 130,00 2 Naw [Finiahing wale with Textured exterior paint @ 028 Ui. par 10Sqn| lot approved brand and manufacture and of requld shade en |undacoreted wal surface to gh even shade over including curing and] cost ofall materia, labour, TAP etc. raquired for proper completion o Jvork for two coatover one coal of primer appied 2 20Lt 0 Sqm. 13.454 sam | 45.00 _| 130.00 ny New Finishing walls with deluxe rulisurface paint @ 1.25 Ur por 1] |sam of approved brand and manufacture and of required shade on undacorated wal surface to give even shade aver including curing anc [cost ofall mater, labour, TAP etc. required for proper completion of | workfor two coatover one costo primer applied 0.7SLtr per 10 Samm 19.48.1 sam | 30.00 | 85.00 er New Finishing walls with acrylic emulalon palnt of epproved brand and) Jranutscture and of required shede on “undscorated wall surface tl loive even shade over including exing and cost of al materia labour, [T8P ete. required for proper completion of work or two col 13.60.1 sam | 25.00 | 67.00 a New Finishing walle with extorlor emulelon paint (Apex) of approve brand and manufacture and of required shade on undacorated wall lsurface to give even shade over @ 1.25 Li/t0sqm including one coal lot primer appli @ 0.78L4/10sqm coat curing and cost of al materia, labour, TEP etc. required for proper completion of werk fortwo coat, sqm | 45.00 | 130.00 cH New Washed stone git plaster on exterior walle height upto 70] Imetre above ground level, in two layers, under layer 12 mi| {cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the| under layer with scratching tool, applying cement siutry on the| lunder layer @ 2 Kg of cement per square metre, top layer 15} mim cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2| stone chipping 10 mm nominal size), in panels with groove al feround as per approved pattern, including scrubbing anq| washing the top layer with brushes and water to expose the| stone chippings complete as per specification and direction of [Engineer-in- charge (payment for providing grooves shall bel [made seperately) 13.72 sam | 155.00 | 420.00 suas ES Engincror ‘Agra Cite)p PMD. Agra Ro eyeCHAPTER- 16 WHITE WASHING & COLOUR WASHING a PRE TT canour | Overs St, iF Description of the Item pecl- | Unit | RATE Rate ne. | Sine reaton Ne (Rs) (Rs) 41 2 3 4 5 6 7 area oT TO coal) to sive an even shade including thoroughly lbrooming the surface to remove all dit, dust mortar droo land loose scales of ime wash and other foreign matte. | 43.38 | sgm.| 3.00 | 600 ZT 672 [While washing with Ime on undecorated wall suraces| |cTwo coal) to give an oven shade including thoroughly} Jorooming the surface to remove all dit, dust mortar drop} and loose scales of ime wash and other foreign matter. | 43.37 | sqm. | 460 | 9.00 Z| 673 |Eara over Tem 2 above for every subsequent coat of white washing sam.| 250 | 400 Z| New |Cotour washing wih Porland cement slury on] 574. lundecorated wal surface (one coal) to give @ smooth} surface to remove all dit, mortar drop an other foreign} lmatter. sam.| 450 | 900 @ | 67S [Colour washing wi ime on undecorated wall surfaces] Jawo coat) over & including a primary coat of whito| lashing to give an even shade after thoroughly trooming| tho surface to remove all di, dust mortar drop and other [orcign matter. 13.30 |sam.| 8.50 | 17.00 | OTH(A) [Ea over Wom 4 for every subsequent coat of colt jwash on dacorated surace, 7 | G82 [One Coat Piiming & Ona Coat Distempering with dry] luistemper of approved brand and required shade on| lundecorated wall surface to give an even surfacel lnclusing supply of all materials, labour and TAP ete sam.| 1850 | 45.00 8 Extra over am 8 for every subsequent coat : ldistempering with dry distemper of approved and} manufacturer. sym] 450 | 26.00 sqm.|_3.00 | 7.00 NOTE:- The rates include cost of all materials such as Plaster of Paris, whiting, glue, brushes, sand paper ‘and other sandries etc,, but exclusive as cost of specified material as mentioned in respective items in about rates. ee ‘Superintending Engineer fata Sle PVD. ee vnCHAPTER. 17 DEMOLITION & DISMANTLING st No. Pwo Description ofthe tem sito " PWD Speci featir No. Lagour Unit | “Rave (Re) ‘over al) Rate (Rs 2 3 4 7 681 [oismanting sundries brick work including sacking of damanteal materials aa diroctes by Enginoer-In-Charge within & distance of 60| meters (200 fee 47.3 cum, 87.00 {882 |Dismanting brick work or stone work it ime or coment mortar ana| including stocking cf materlats as directed by EngineerIn-Charge| within a distance oF 60 mates (200 foe). Cum, _| 474.00 ‘685 As in item (692) above but in mad mortar 47.24 cum 237.00 ‘884° |Dismanting reinforced comont concrete or reinforced brck work including stacking of eismantied materials as drected by Engineor In} [Charge wihin a distance of 60 meters (200 fet). 17.3 cum, 1000.00) {895 |Dismanting jock arched all woeden beam and bare tools aus bam and roof conerete including stacking of d'smanled materials a3 erected by Engincor-In-Charge within a distance of 60 meters {200| est, 17.54 cum. 120.00 (686 "|As initem (685) above but only roof concrete 17.42 Cum, 350.00 ‘687 [Dismanting cement concrete or brek or granaline foors hating lstacking of dismantled matersis as drected by Engineer in-charge] litin a cistence of 6 meter (200 fee!) 17.5.4 SqM. 50.00 98" [Asin item (697) above but floor to be stone flagged or ted fon 1752 sq. 65.00 {689"|Dismaniling singl tied roof, any Kind Welding parla and bates lend including stacking cf ‘dismantled materials as diected by) lEngineor-in-Charge within a cistance of 60 meters (20 eet). Sam. 70.00 7 700 Asin tem (699) bove but double tied rot Sq. 4110.00 7 701 oismanting corrugated iron foore wall or pariion Incuding pin battens and vertical eupport and including stacking of materials 25 rected by Engineer-in-Chargo within a cstance of 69 meters (200 ey 417 Sq. 40.00 ry w 702 [Bismanting of girders, tusses and other sloal work Tnckding| stacking of dismantled materiale a8 directed by Englneerdncharse| Jithin a distance of 60 moter (200 feet, 17.8 au. 1250.00 703 [Oismanting doors and windows including stacking of materals aa] [otected by Engineer-n-Charge with a distance of 60 meters (20a| tc. 17.93 SaM, 65.00 w % % W 7 704 [Dismanting doors and windows leaves incing slacking of materiale Ps srected by Engineer-tn-charge within @ distance of 0 moter (200] eet 19.9.1 ‘SqM. 29.00 705 Jokzmanting doors and windows leaves Inchding chauihats bal excluding hold fasts and including stacking of materials as directed by |Eeaineor-in-Charge within a distance of 0 mars (20 fet) 17.9.2 sam. 65.00 708 [oismanting existing plaster including disposal of refuse as avec Joy Engineer-in-Charge within acistance of 60 meters, 47.10 Sat 34.00 TOT’ |Racking out Joni of brick workin cement or ime mortar Yo depth o tom (36° inciuing disposal of cofuse as directed by the distance ol [50 meters (200 fet) 47.44 Sau. 2500 708 '|Scrapning old white or colour wash Wnelang dkspasal of tase aa |irected by Engincor-i-charge within a distance of 60 meters [200] feo 17.42 sq. 41.00 D Suporintendig tag inoor Agra Clee PWD . ar AgraCHAPTER- 18 ‘Agra Circl .D. Agra er? STONE WORK — PANO Spee LABOUR | Over All st | ED oeseeton tte tm neato: | ye |aTe | Rate we ne eo | 4 2 3 4 5 6 7 Te rar wa va ig Be eee ereamor ar 13.0 ce 3 cm se ey ig wt met er a eta oP foe as wh a ano 2 Gta sore Se r3_| squ| 520.00 [1200 eer aaa oad tone castes Cala and ce wal fa ls pr cont aco ss ensnng conte 13 _| san | 20000 | 78000 Leer faves sa ase BT TET Fear conet 3 xa sath, ey a tr (cone 2 sci cee tpt, ain 8 rs rd note vos _| sqn | 1ss000)es0000 ch wr eee me ewan Gs) a a oT Eee en i caer (cane 4 ‘camer 18 Cum | 1050.00 |4700.00] sh er caer ne ST (Tw Na wre Sse een canara amet: 9 saeesn 1s__| oun s7000 00000 rer pare ae pay Tae HT ee i Sa ne ecm mat 4 (cane? 4 peers) 12 | cum 10000 520000 er Ee RE para Ta OTS ome ears co marr 13 (cme = 9 fener L 18 ‘Gum | 1150.00 |§300.00) supelitsaing Engineer| CHAPTER- 19 MISCELLANEOUS Pwo SINo| Description of the tom Pu Speci ficatio No, + LABuR Over All unit | RATE fry {Rate (Rs) 3 4 5 é 7 1_| 730 [Supply and fring oF Tocm. iemal dla ACG. down pipos Some] with roseheads, bends 14S. clamps 2.5om x 3mm. Fitod to wal by Sem. Long 6mm dia nails and including repairs of plaster pointing Jet, f damaged during faing of the pipes including cost ofall Jmsteriais, labours, tools nd plant ‘ete. required for proper| Completion of work RM_| 30.00 | 190.00 Supply and hoisting of Sintex orequvalent High donsiy} polyethylene seamiess of piece moulded tanks and placing the [same in proper postion including all taxes, labour and TEP ete fr proper completion of work. Tank should be 1S! marked, Sintox or equivalent . [a) For 200 res. Ties | 200701007 (6) For 300 tres, Ltres_|~2.00 70.00 [c) For 500 fires Litres [2.00 | “10.00 Hoisting Ferro cement tanks and plachg The same Wh FrOpey positon including af taxes, labour and’ TEP ate. for prove completion of the work [ah For 200 tres Each_| 200.00 | 20000 fo) For 300 fires. Each | 225.00 | 240.00 Jc) Fer 500 tires. Each | 260.00 | 275.00 | INon Sehedule| Laying of O:Scm thick compactod layar oF Gal back with approved Hine sand & maxchalt 40% by weight under foundation consol brick werk end under floor including supply of all materials, labour, shuttering and T&P etc, required for proper completion of work as per erection of Engineer-tn-Charge, Sam. | 30.09 | 250.00 puing Buik Biummen tom road sige pls induding Geaning ot pis, Jexcavationicuting cold biumen, fling the same into empty dea Puting out from pits to loading place and also including a aboor| [EBP etc. required for proper complation of work as per Ditecton of lEngineer-in-charge. Per Tone |_ 360,00) 400.00 Repairs to plaster of Thickness 12 mm to 20 mim Fi patches OT areal erect mates and under, ncuding euting the patch in proper ehape, raking out Joints and preparing and plastering the surface Jette walls complete, including disposal of rubbish tothe dumping [ground within 50 metres toad (2) Wit cement mortar 1:4 (cement 4 ine sand) Thol ess Tan in 1.25 Fm) 41444 sqm_| 110.00 | 490.00 [e) With cement mariar 24 (Teoment 4 coarse Sandy 1442 ‘sam_| 140.00} 200.00 aking the opening in brick masonry including eismanting i Toor oe grat By outing masomy and making good the damages t| rans. flooring and jambs complete, to match exiting surtece uel cieosal of muiba/ rubbish to the. nearest municipal dming| forounes (@) For door window cerestary window CERI RM, | 760100 [4 00.007 Providing and tang 14.12 each } 10000 | 2 30.00 soa ding xg ineor Aare islgein Aare eeCHAPTER: 20 ROAD WORK ROAD WORK 1 PWD Speck ia Description ofthe tem fication No. siNe unit LABOUR | RATE 3) 2 3 4 6 over aal_| pate (Psp Sonstuclion oF granular subbase by providing coarse graded raterial, spreading. in uniform tayers with motor grader of Frepared surface, mixing by mix n place method with ctsvalor Pereret d compacting with vibratory roller to achieve tho desitod density, complete as per clause 401 cum, 120.00 ESTE) [AS Tr Tem No T55{a) above bik consokaaton of 4&-E8mnm 10cm} Ithick (Loose) coat of stone ballast cuM. 280.00 Ta [Consaidalon of Z2ASEmm gauge stone balast Tem Wel \iccse) coat including reparing of patches picking upto old surface Spreading, ballast making medhes fo retain wator and cariage & eer upto. 30m carriage of water uplo 200m maintenance of Metiers and all labour T&P Including Road Roller Charges ete recuired for proper completion of work The stone bast sto be supplied to the contractor free of cost at ste Cun. 280.00 ETT ck sing wilh M150 Brick Tid flat and dry Bek edging on PO Figo including preparation of subgrade 10 required camber ane] \ncluding SUPpIY of tricks, filing jointe with loral earth spreading a Ind coat of 1em(3/6*) depth of local earth P_, 6 to 7 of sand ever lit entire surface and inckiding labour & TBP ete. required for Jproper completion of work. sqM. 7800 af 3250] Afb Same as above ilo 762{a) bul wih laid on edge complete. Sql. 85.00 4500 ES|BAEK etging on Both side of the Toad oF WED Bricks Bem. (9°) laise and t2em (4%) deop laid with mud mortar including sl Naiscur and supply of brick finished to required template & ramming Ihe excavated earth as directed by the Engineer-In-Charge. 453000 90 |s0005. JEN |Patch repair of painted Kms with tar or Bitumen (labour only) jncluging heating the paint to the requled temperature pouring 1 ion the surface spreading of necessary quantity of grt and) ramming hard the same with roller & also including cleaning with brushes etc the existing surface after scrapping it to the water) Joound surface in rectangular shape and spreading the dismantled) Jmaterial on the palries as directed by Engineer-In-charge. cum 1730.0 of 4 MMORD|Providing and eppiying primor coat with bitumen emulsion (SS) ony 502 [prepared surface of granular Base including clearing of road enrface and spraying primer at the rate of 0.75 kglsam using] mechanical means as. per Technical Specification Clause $02) Labour Rate Only) 180 FORD| Providing and applying tack coat with bitumen VG-10) at the ratel '503 [of 0.35 kg per sqm on the prepared granular surfaces treated with fpimer & cleaned with Hydraulic broom. a8 -per Technical |Specification Clause 503 (Labour Rate Only) 130. MORD|Providing, laying and rolling of open-Graded premix carpet of 20 ‘508. |mm thickness composed of 13.2 mm to 5.6 mm aggregates and using (VG-30) bitumen to required line, grade and level to serve} as wearing course on a previously prepared base, including mixing} ina Mixoll, laying and rolling with a three wheel 60-100 KN static roller capacity, finished to requited level and grades to be followed} lby seat coat as per Technical specification clauses 608. (Labour Rate Only). 30.20PWO Speci wBOURT Sa Pwo Description ofthe tem fication No} unit | rave | Over Si No irs) [Rate (Re) =a 3 [4 5 | 6 7 ORD |Providing, laying seal coat by means wih VO-10 Bitumen sealing 510 |the void in a bituminous surface laid to the specified levels grade| cross fall using Type A as per Technical specification clauses 510} [By Mixoll (Labour Rate Only). sam,| 1050 IMORD|Providina, laying seal coat by means with VG-10 Bitumen sealnG| 510. |the void in a bituminous surface laid to the specified levels grade| cross fall using Type B as per Technical specification clauses 510 [By Mixoll(Labour Rate Only). Sam| 800 IORD [Providing faving Seal coat by means with VG-TO Blumen sealng| 510. |the void in'a bituminous surface laid to the specified levels grade| cross fal using Type © as per Technical specification clauses| 5 10.8y Mixoll (Labour Rate Only). sqm] 1000 NS" [Laying and fiing of NIP-3 Hume pipe in proper poslion es ldrected by EM including cartage of pipesioottars upto 30m distance| |(abour only) excluding cost of pipes/collas. a) 360m & 450m dia RM_[Te000 (b) 60om dia RM_| 250.00 (c).20cm dia Rw | 32000 (a) 1006m ca RM | 37500 [@) 1200 dia RM_| 45000 New [Sion Brick pavement including preparation of sub grads’ to| Iter prescribed camber, including knocking and dressing of ‘stone| bricks for adjustment at site, spreading the blinding coat off laverage thickness 2.5em filing joints with binding material and including all labour, T&P etc. required for proper completion of| work. (Excluding cost of material) (Labour Rate Only). cum.| e000 New |Laying of T shaped precast Interlocking tiles of thickness 60 To tem [100mm (Compressive strength not less then 30Mpa and weight 450k) Including 25mm thick iocal sand base leveling and| aressing of surface to required level and slope, filing joints with local sand all complete work. [60 mm (Ordinary Grey) ‘sqM.| 7000 | 670.00 [60 mm (Ordinary Coloured) sam.| 7000 | 740.00 [50mm (Rubber molded) Sam.|"7000_| 720.00 10 mim (Ordinary Grey) ‘Sqm.| 7500 [800.00 [80mm (Ordinary Coloured) Sqm. 7500 | 920.00 [80 mim (Rubber miolaed) sqm.| 7500 | 680.00 100 mim (Ordinary Grey) sam.| 7500 | 950.00 100 mi (Ordinary Coloured sam. 7500 | 1030.00 100 mi (Rubber molded) ‘sam.| 7500 | 990.00 New Dismanting of fexble pavment and disposal of demvanie material tem Jupto a lead of 1000mefers, stacking seviceable and unseviceabie cum} soo | 270.00 materials separately, Me, ‘Superintending Engineer fone 8 0 ee Agia