utilization of treated water for irrigation from STP alawalpur

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Name of the Firm/Bidder

Address of Firm/Bidder

Mobile No of Firm/Bidder Email ID of Firm

Name of work: Earth work for excavation of trenches for laying of Underground pipeline, lowering and jointing of HDPE pipe 160 mm , constrution of pump house , AVP, Risers, AA Valves , Installation of Pumps at STP Alwalpur 2 MLD including all civil and electrical work in all respects.

Total Estimated Amount of Works Rs. 4142709.26

Quoted by Contractor {- or + to estimated amount, in figure upto 2 dcimal point only} Quote (-/+) 0

Note: Please quote only figure (upto 2 decimal points) in above blue colour box in minus or plus. Do not put %age sign after this figure. Please check Quoted Rate in Next cell.

Name of Work :- Earth work for excavation of trenches for laying of Underground pipeline, lowering and jointing of HDPE pipe 160 mm , constrution of pump house , AVP, Risers, AA Valves , Installation of Pumps at STP Alwalpur 2 MLD including all civil and electrical work in all respects.

Item of Work Rate in (Rupees) Total in Rupees

Laying of Pipeline & Allied Works Providing, Laying, Jointing, Excavation of Trenches with backfilling of Pipeline system complete (H.D.P.E Pipe)

Civil Works for Pump Room

Complete pumping system Eight lac seventy five thousand five hundred seventeen

Electric fittings for Pump House and Pumps 331786 Three lac thirty one thousand seven hundred eighty six

Digital Water Meter 100000

Sign Board 5000 Five thousand

Only one of the options is to be filled. More than one option shall be rejected.

Rate filled in any form shall be considered only in %age

Rate shall be filled both in figures and in words, otherwise tender shall be rejected

Rate filled at any other place in the document shall not be considered.

No condition shall be accepted.

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 2 MLD, S.T.P. ALAWALPUR, JAL

PIPELINE SYSTEM

S. No. CSR 2020 / NS Description of items Unit Qty Rate (INR) Add GST on work cont. as per A&C Slip Total Rate Amount (INR)

1 departmental rate Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering, including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil outside/inside the town involving lead upto 15 meter complete in all respect.

Earth work upto 1.5 m. Depth for All classes of soil except rocky Cum 2284.8 93.78 0.2

2 28.15 Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI - 4984- 1995 casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Including riser pipe)

3 28.18 (b) Supplying, fixing and jointing H.D.P.E pipe's specials complete as desired by Engineer-inCharge.

For pipe lines laid outside habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe.) 2% of 28.15( E )(d) Mtr 0.0 14.13 0.05 14.88 35418.68

4 NS Supply & Installation of Alfa-Alfa valve (C.I)

160 mm. Dia. (Rate approved by DSWC) Each 22 785 785 17270

5 28.29(e) Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing, cost of nut bolts & rubber insertion all carriages complete.

C.I Single air valve (Size 80mm)(For 160 mm =9nos Each 9 4278.23 0.05 4507.12 40564.08

6 28.36 (h) (A/C Slip - Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.

Supply & Jointing of 80 mm. Dia. G.I. Pipe(3mts for each ARV ) Mtr 27 1093.84 0.05 1152.36 31113.72

7 28.27 (A) Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). Class PN-1 as per ISI

(c) 160mm i/d Sluice Valves flanged Each 5 8461.49 0.05 8914.17 44570.85

8 28.31(B) (d) Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra.

Class PN-1.0 as per ISI with gun metal flap

150 mm i/d Non-return valve Each 2 8730.35 0.05 9197.42 18394.84

9 NS Anti theft mechanism for As per Tender No. DSWC/ALFA-2025 160 mm No 22 621 13662

10 10.13b(ii) CC 1:6:12 with stone ballast stone aggregatte 40 mm for 160 mm dia pipe Cum 2.13 3290 0.0535 3466 7382.58

11 29.55 a Constructing brick masonry manhole incement mortar 1:5 ( 1 cement : 5 coarse sand) R.C.C. top slab 20cm thick using M-20 mixby using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) insideplastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished withfloating coat of neat cement and making40mm thick benching in cementconcrete1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20mm nominal size) finishedwith a floating coat of neat cement, Orange coloured PVC steps including RCC cover withframe complete as per standard design complete in all respects. Inside size 75x120 cm and 120 cm deep No 3 18039 0.0535 19004.08 57012.24

S.No. CSR 2020 / NS Description of items Unit Qty Rate (INR) Add GST on work cont. as per A&C Slip 5 Total Rate Amount (INR)

1 6.6 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick- Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. Cum 14.3 182 0.05 191.74 2742.65

2 10.11 ( b) ii Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 2.81 3619 0.05 3812.61 10713.45

4 10.16 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. Cum 4.57 5408 0.05 5697.32 26036.78

5 10.21 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Cum 10.29 6158 0.05 6487.45 66755.89

0.9 10.26 Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded Sqm 3.06 331 0.05 348.71 1066.7

6 18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete Qtl 19.96 7920.15 7920.15 158054.51

8 9.4 Centering and shuttering for columns (Square or rectangular or poly gonal in plain) Sqm 33.92 477 0.05 502.52 17045.48

9 9.6 
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). f
Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. k
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. m
First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. 3

Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing ¾
Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish e
Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface ¬
Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement ¢
Conglomerate floor 50mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm fine sand filling using ­
Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm sand filling using mechanical mixer for mixing of ª
Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire º
Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge t
Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 ­
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process É
Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect. (a)For single rebate. Æ
Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects —
Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flashwelded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items) ¢
Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. (b) Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area ¿
Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects. c
Applying priming coat with metal primer on new steel or iron work including preparation of surface. §
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade 
Providing and laying 50 mm thick factory made cement concrete interlocking paver block of M-30 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge for Non traffic Areas and streets having width less than 3.05 mt. ( Also notto used over footoaths). ¬Earth filling under floors with surplus soil containing more than 40% taking outside the premises in 15 cm layers including ramming watering and consolidated lead upto 30 m!construction of pump house 4 m*4m" Electrical Estimate for Pump room.# $ #$#$#$#
S. No#
CSR 2020/DSR /NS#
Description of Item#QTY. 
RATE(IN R)#
Add Premium as per A&C Slip 3# 
Total Rate#&
Add GST on work cont. as per A&CSlip 5# 
Amount(IN R)#1RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH9MODULAR SWITCHES:Wiring in PVC insulated copper conductor%
single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and CI 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-#I bWiring fan point (With fan box)iiWiring light pointivWiring 6Amp. wall socket pointvi(Wiring 16/20Amp. power plug control poin)PVC INSULATED FR COPPER CONDUCTOR CABLES:

Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-#(iii)#Overall size 2.5sq.mm (Un-sheathed)Meter(iv)!Overall size 4sq.mm (Un-sheathed)7

PVC, HDPE PIPES & PVC FLEXIBLE PIPES: Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring urposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-#(x)/Heavy Gauge PVC Conduit Pipe 25mm dia.(Flushed) 
34.13 (xiii)#G.I. EARTHING:™
Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) with G.I. reducing socket including erection of the same, 4.50 metre (14.76 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 8 metre in length (including boring & refilling).(a)
Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length)#34.10 B(XLPE INSULATED ARMOURED CABLES (LOOSE):-ÐSupply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWDGeneral Specifications:-xlii-Overall size 95sq.mm (4Core) Armoured (Loose)xxxvii-Overall size 16sq.mm (4Core) Armoured (Loose)ㄮ‶㉁䥍䥎呁剕⁅䥃䍒䥕⁔剂䅅䕋卒›畓灰祬愠摮攠敲瑣潩景ƸĈ䴀湩慩畴敲䌠物畣瑩䈠敲歡牥䴠䉃猧映牯挠物畣瑩瀠潲整瑣潩条楡獮⁴癯牥潬摡愠摮猠潨瑲挠物畣瑩挠牵敲瑮映畡瑬猠極慴汢⁥潦⁲㐲⼰㐠㔱瘠汯獴㔠挰捹敬⁳䍁猠灵汰⁹楷桴戠敲歡湩⁧慣慰楣祴漠⁦〱䅫‬畃癲ⵥ⁃湡⁤潬⁷慷瑴氠獯敳⁳獡瀠牥䤠⽓䕉⁃〶㤸ⴸⰱ攠敮杲⁹楬業慴楴湯挠慬獳㌭‬牴敵挠湯慴瑣椠摮捩瑡潩Ɱ氠扡汥栠汯敤ੲ慦楣楬祴椠桴⁥硥獩楴杮䴠䉃搠獩牴扩瑵潩潢牡⁤獡瀠牥倠䑗䜠湥牥污匠数楣楦慣楴湯⁳湩汣摵湩⁧潣湮捥楴湯⁳楷桴猠極慴汢⁥楳敺漠⁦桴浩汢獥氯杵㩳-⌀Ѐ椨⥩(䴀䉃匠湩汧⁥潐敬㘠㌭愲灭‮ㄨ欰ⱁ䌠牵敶䌭℩䍍⁂佄䉕䕌倠䱏⁅‮ㄨ欰ⱁ䌠牵敶䌭ܩ㐳ㄮ‶䙃ࠁ
䍒䉃猧区灵汰⁹湡⁤牥捥楴湯漠⁦䍒䉃⠠敒楳畤污䌠牵敲瑮䌠物畣瑩䈠敲歡牥 潦⁲慅瑲⁨敬歡条⁥牰瑯捥楴湯猠極慴汢⁥潦⁲㐲⼰ㄴ‵潶瑬⁳〵挠捹敬⁳䍁猠灵汰⁹楷桴戠敲歡湩⁧慣慰楣祴漠⁦〱䅫愠⁳数ੲ䕉⁃ㄶ〰ⴸ‱湩琠敨攠楸瑳湩⁧䍍⁂楤瑳楲畢楴湯戠慯摲愠⁳数⁲坐⁄敇敮慲灓捥晩捩瑡潩獮椠据畬楤杮挠湯敮瑣潩獮眠瑩⁨畳瑩扡敬猠穩⁥景琠楨扭敬⽳畬獧#⠀⥩,刀䍃⁂潄扵敬倠汯⁥㘱㈯愵灭Ⱞ匠湥楳楴楶祴㌠洰䕁䡓䕅⁔䕍䅔⁌佄䉕䕌䐠住⁒䥄呓䥒啂䥔乏䈠䅏䑒䘠剏䴠䉃猧 䍒佂猧 䍒䉃猧㬺畓灰祬愠摮攠敲瑣潩景猠敨瑥洠瑥污䐠畯汢⁥潄牯䐠獩牴扩瑵潩潂牡獤䤠⁐㌴‭䭉㤰洠瑥污搠潯⁲搨獵⁴牰瑯捥整⥤愠⁳数⁲卉㠠㈶ⴳ☱ⰳ䤠䍅㘠㐱㤳☱″畳瑩扡敬映牯映畬桳洠畯瑮湩⁧楷桴映汵祬椠獮汵瑡摥挠灯数⁲畢扳牡ⱳ猠牨畯敤⁤敮瑵慲慢獲‬慥瑲⁨慢獲‬散敭瑮猠楰汬瀠潲整瑣牯‬潣潬捲摯摥椠瑮牥潣湮捥楴杮眠物⁥敳ⱴ挠扡敬琠敩ⱳ戠慬歮湩⁧汰瑡獥愠摮挠物畣瑩椠敤瑮晩捩瑡潩獮氠扡汥愠摮漠⁦敲畱物摥渠⹯漠⁦慷獹映牯洠畯瑮湩⁧業楮瑡牵⁥楣捲極⁴牢慥敫獲 䍒佂猧 䍒䉃猧椠桴⁥楤瑳楲畢楴湯戠慯摲⠠潆⁲偓並搠獩牴扩瑵潩潢牡⁤楷桴瀠潲楶楳湯䐠⁐䍍❂⽳删䍃❂⽳删䉃❏⁳獡椠据浯牥愠摮匠⁐䍍❂⁳獡漠瑵潧湩獧愠摮映牯吠♐⁎潨楲潺瑮污搠獩牴扩瑵潩潢牡⁤楷桴瀠潲楶楳湯吠乐 偆䴠䉃猧 䍒䉃猧 䍒佂猧愠⁳湩潣敭⁲湡⁤偓䴠䉃猧愠⁳畯杴楯杮⥳愠⁳数⁲坐⁄敇敮慲灳捥晩捩瑡潩獮椠据畬楤杮挠湯敮瑣潩獮眠瑩⁨畳瑩扡敬猠穩⁥景琠楨扭敬⁳湡⁤潢摮湩⁧潴攠楸瑳湩⁧慥瑲⁨瑥㩣⸭偓並䐠畯汢⁥潄牯䐠獩牴扩瑵潩潂牡⁤‸慷⁹慥档ż䌀䉁䕌吠䅒㩙匠灵汰⁹湡⁤牥捥楴湯漠⁦卍瀠牥潦慲整⁤慣汢⁥牴祡⠠卍匠敨瑥琠楨正敮獳㈠浭 楷桴䐠⁁牧祡瀠楡瑮漠桴⁥硥獩楴杮猠牵慦散眠瑩⁨桴⁥敨灬漠⁦卍愠杮敬椠潲畳灰牯⁴琨敢瀠楡瑮摥眠瑩⁨灡牰癯摥瀠楡瑮 景猠穩⁥〵浭砠㔠洰⁸洶桴捩潴戠⁥楦數⁤楷桴映獡湴牥⽳渠瑵☠戠汯獴攠捴Ⱞ挠浯汰瑥⁥湩愠汬爠獥数瑣愠⁳敤楳敲⁤祢琠敨䔠杮湩敥⵲湩挭慨杲⁥湡⁤獡瀠牥倠䑗䜠湥牥污匠数楣楦慣楴湯㩳ĭ⽩慃汢⁥牔祡匠穩⁥㔱洰⁸〵浭砠㔠洰㈨浭琠楨正఩㐳㌮‷⁁椨⥶Ę匀灵汰⁹湡⁤牥捥楴湯漠⁦潄扵敬圠污敬⁤潃牲杵瑡摥⠠坄⥃䠠偄⁅楰数琠敢氠楡⁤⼱洲牴戠汥睯朠潲湵⁤敬敶湩汣摵湩⁧硥慣慶楴湯瀠慬楣杮琠敨瀠灩⁥湩瀠獯瑩潩湡⁤慢正映汩楬杮†瑩⁨硥慣慶整⁤潳汩攠捴‮景琠敨爠煥極敲⁤楳敺䐺畯汢⁥慗汬摥䌠牯畲慧整⁤䑈䕐倠灩㥥⼰㘷䴠⹍洵伨瑵牥 湉敮⁲楤⹡Щ华删}匀灵汰⁹湡⁤湩瑳污慬楴湯漠⁦效慶⁹畄祴䔠桸畡瑳映湡㐠〵†浭眠瑩⁨㐱〰爠浰‮灁牰癯摥䴠歡䍥潲灭潴Ɱ䠠癡汥獬‬慂慪牯攠畱癩污湥⹴Ñ匀灵汰⁹湡⁤湩瑳污慬楴湯漠⁦敌⁤畔敢氠杩瑨㈠ⴰ㈲眠瑡⁴楷桴洠歡⁥景倠楨汬灩ⱳ䈠橡橡愠摮圠灩潲‮瑉浥琠湩汣摵⁥污浡整楲污愠摮氠扯畯⁲潣灭敬整愠⁳数⁲灓捥晩捩瑡潩湡⁤湥楴敲猠瑡獩慦瑣潩景䔠杮湩敥⁲湉䌠慨杲⹥~匀灵汰⁹湡⁤湩瑳污慬楴湯漠⁦散汩湩⁧慦㈱〰†浭眠瑩⁨潄扵敬戠污敢牡湩⹧䄠灰潲敶⁤慍敫牃浯瑰湯‬慈敶汬ⱳ䈠橡橡漠⁲煥極慶敬瑮ᜮࠀ
佔䅔⁌䱅䍅剔䍉䱁䄠潭湵t⌀ ࠀ
卅䥔䅍䕔䘠剏䌠协⁔䙏倠䵕䥐䝎匠卙䕔⁍义呓䱁䅌䥔乏# Ĉ䌀剓㈠㈰‰ 华#Ĉ䐀獥牣灩楴湯漠⁦瑩浥s⌀਀ࠀ
慒整⠠义⥒#Ĉ䄀摤䜠呓漊潷歲挠湯⹴# Ĉ䄀潭湵⁴䤨剎)⌀ᨀࠀ
畐灭湩⁧敳⁴獥楴慭整⁤潣瑳#¿匁甀瀀瀀氀礀 漀昀 匀甀爀昀愀挀攀 䴀漀渀漀戀氀漀挀欀 猀攀氀昀 瀀爀椀洀椀渀最 渀漀 挀氀漀最 倀甀洀瀀猀攀琀 椀洀瀀攀氀氀攀爀 愀渀猀 栀愀昀琀 猀琀愀椀渀氀攀猀猀 猀琀攀攀氀 漀昀 ㈀ 䠀倀 栀攀愀搀 ㈀㌀ 洀 愀渀搀 搀椀猀挀栀愀爀最攀 ㌀ 氀瀀猀 ⠀䄀猀 瀀攀爀 愀琀琀愀挀栀攀搀 焀甀漀琀愀琀椀漀渀 䄀渀渀攀砀甀爀攀 ጀ䄠 爀愀琀攀猀 椀渀挀氀甀搀攀搀 䜀匀吀̀敳煴ࠀ
畓灰祬漠⁦汥捥牴捩污挠湯牴汯瀠湡汥映牯㈠‰偈洠瑯牯椠据畬楤杮椠据畬楤杮䰠⁔慰敮潦⁲㈠瀠浵獰瑥爠瑡獥椊据畬敤⁤升T⌀̀敓㹴扌畯⁲档牡敧⁳潦⁲湩瑳污楬杮瀠浵⁰湡⁤慰敮慲整⁳湩汣摵摥䜠呓 ㈀⸸〱⠷⥨ư倀潲楶楤杮‬慬楹杮‬楦楸杮‬整瑳湩⁧湡⁤潣浭獩楳湯湩⁧景✠❃䌠慬獳栠慥祶搠瑵⁹卍倠灩⁥潣普牯業杮琠湉楤湡匠慴摮牡⁤卉㨠ㄠ㌲⼹㔳㤸椠据畬楤杮映瑩楴杮⁳楬敫琠敥ⱳ戠湥獤‬潳正瑥ⱳ攠扬睯ⱳ映慬杮獥‬慴数獲‬畮獴戠汯獴本獡敫獴攠捴‮楦楸杮琠敨瀠灩⁥湯琠敨眠污 散汩湩⁧楷桴猠極慴汢⁥汣浡獰愠摮瀠楡瑮湩⁧楷桴琠潷漠⁲潭敲挠慯獴漠⁦祳瑮敨楴⁣湥浡汥瀠楡瑮漠⁦敲畱物摥猠慨敤挠浯汰瑥⁥湩愠汬爠獥数瑣⹳䘠牯猠捵瑮潩牦浯挠汨牯湩瑡潩慴歮ㄨ〵浭ࠩ㠲㈮⠴⥡½匀灵汰楹杮愠摮氠祡湩⁧⹃⹉搠汥癩牥⁹楰数映潲呃琠異灭湩⁧湵瑩⁳獡瀠牥䤠㩓㔱㠳挠浯汰瑥⁥獡搠獥物摥戠⁹湅楧敮牥椭⵮桃牡敧挠湯潦浲湩⁧潴䤠䥓猠数楣楦慣楴湯⹳‮⹃⹉猠数楣污⁳灵潴†〳‰浭椠搯⸠d䈀湥⁤湯䐠汩癥牥⁹楰数⁳ㄨ〵浭椠搯眠楥桧湩⁧㔴欠⁧慥档 潔慴敷杩瑨映牯吠牨敥⠠⤲瀠浵獰瑥⁳㔴㉸㤽欰ɧ杫
䈀7䘀慬杮⁥ㄨ〵浭椠搯眠楥桧湩⁧㘲欠⁧慥档 潔慴敷杩瑨映牯!琀牨敥⠠⤲瀠浵獰瑥⁳㘲ㅸ砰㴲㈵‰杫
䌀G吀敥⠠㔱砰㔱‰浭眠楥桧湩⁧㜴欠⁧慥档 潔慴敷杩瑨映牯㈠琠敥㵳㐠砷㴲〹杫
䐀8伀敮琠灡牥⠠㔱洰硭〲‰浭眠楥桧湩⁧ㄵ欠⁧慥档 砲ㄵ㴠〱欲ŧ婅求湡汆湡敧†ㄨ〵浭椠搯眠楥桧湩⁧ㄱ杫攠捡⥨吠瑯污眠楥桧⁴潦⁲桔敲⁥㌨ 異灭敳獴ㄠ砱㴲㈲杫ãĈ倀潲楶楤杮愠摮映硩湩⁧景倠敲獳牵⁥睳瑩档漠⁦灡牰癯摥洠歡⁥湩䴠⁓楰数氠湩⁥畳瑩扡敬映牯氠湩⁥牰獥牵⁥灵ㄠ欵⽧浣′…湩汣摵湩⁧潣湮捥楴湯眠瑩⁨慭湩瀠湡汥攠捴‮獡爠煥極敲⁤潣灭敬整椠污敲瑳捥⁴潔慴潦⁲桔敲੥㌨ 異灭敳獴㴠㈠渠獯# ㈀⸸㈱‱愨ꐩ牐癯摩湩⁧湡⁤楦楸杮匠匮倠敲獳牵⁥慇杵⁥潣灭敬整愠⁳敲畱物摥挠浯汰瑥⁥湩愠汬爠獥数瑣⠮⥡䐠慩楤浡瑥牥ㄠ〵浭挠污扩慲楴湯〠ㄭ‶杋吠瑯污映牯吠牨敥⠠⤳瀠浵獰瑥⁳‽渲獯 ㈀⸸㌱⠱⥥Ë倀潲楶楤杮愠摮映硩湩⁧湩瀠獯瑩潩慃瑳䤠潲潆瑯瘠污敶⁳汦湡敧⁤湥獤眠瑩⁨畲扢牥猠敨瑡愠⁳数⁲卉㐠㌰‸湩汣摵湩⁧潣瑳漠⁦畎⁴潂瑬Ⱐ爠扵敢⁲湩敳瑲潩潣灭敬整椠污敲灳捥⁴㔱‰浭椠搯䌠獡⁴牉湯䘠潯⁴慶癬獥 ㈀⸸㈱‸ ⁣ܩࠁ
畓灰祬湩Ⱨ䰠祡湩Ⱨ吠獥楴杮愠摮䌠浯業獳潩楮杮漠⁦卉⁉慭歲摥䈠呕䕔䙒奌嘠䱁䕖倠⁎⸱ⰶ眠瑩⁨畇敭慴敳污搠汵⁹卉⁉慭歲摥挠浯汰瑥⁥楷桴爠扵敢⁲湩敳瑲潩Ɱ渠瑵ⱳ戠汯獴愠摮眠獡敨獲‬慭捴楨杮映慬杮獥漠੦敲畱物摥琠楨正敮獳‬瑥⹣挠浯汰瑥⁥獡瀠牥猠数楣楦慣楴湯⹳ㄠ〵洠⽩d⌀଀㠲㈮‸ ⁡눩牐癯摩湩⁧…楦楸杮䘠物⁥祈牤湡獴眠瑩⁨潪湩楴杮椠据畬楤杮愠汬挠牡楲条獥挠浯汰瑥⹥⠠楷桴畯⁴楆敲䠠摹慲瑮猠牵慦散戠硯 楓敺㠠洰潣灭敬整椠污敲灳捥⹴⠠⥡⹃⁉楆敲䠠摹慲瑮⁳匱㤭㠰伀敮䰠歡㭨睔湥祴琠潷䰠捡猠癥瑮⁹楦敶琠潨獵湡⁤湯⁥畨摮敲⁤潦瑲⁹敳敶㉮楦敶氠捡映晩祴映癩⁥桴畯慳摮琠潷栠湵牤摥猠硩祴漠敮9䘀牯祴传敮氠歡⁨潦瑲⁹睴桴畯慳摮猠癥湥栠湵牤摥渠湩⁥湯祬 䔀吮湥敤⁲潎‮卄䍗䨯䱁㈯㈰ⴶ㜲〯 Sqm 23.06 380 0.05 400.33 9229.61

13 15.1 12.5 mm thick cement plaster 1:5 Sqm 144.76 181 0.05 190.68 27603.34

14 15.9 12.5 mm thick cement plaster 1:4 Sqm 26.83 189 0.05 199.11 5342.16

Paint applied @ 2.20 Kg/10 Sqm

20 14.4 Floating coat of 1:5mm thick neat cement laid in one operation to the topping Sqm 16 29 0.05 30.55 488.8

24 13.46 Khurra on roof as per item No. 13.43 with C.I. Spouts 100 mm dia fixed in position. Each 2 127 0.05 133.79 267.58