Loading
Loading…
Loading…
Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical PANCHAYATI RAJ ROHTAK | Accepted-Technical Accepted |
| 2 | Not Admitted-Fee/PreQual/Technical 151 SUBHASH NAGAR SARAN SADAN PAL ROAD VILLAGE TOWN SUBHASH NAGAR CITY JODHPUR JODHPUR RAJASTHAN 342001 INDIA | JODHPUR | RAJASTHAN | 342001 | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
19 Feb 2026, 5:00 pmClosed
SE Civil RRVPNL Bikaner
66 KV GSS Sangalpura Bikaner
Construction of Circle office Building at 220 KV GSS PHALODI
2026_RRVPN_531648_3
NIT 17 (2025-26) SE CIVIL BIKANER
Open Tender
Civil Works
Percentage
240 days
220 KV GSS, PHALODI
As per Bid Document
2 documents required · 2 mandatory
₹5,900
AO( T and C) RRVPNL
₹4.4 L
Yes
9 Mar 2026
30 Jan 2026
20 Feb 2026
30 Jan 2026
19 Feb 2026
30 Jan 2026
(B-44/1.7.3) Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed: Hard rock (blasting prohibited) useful material 30%.
(B-48/1.26.2) Add extra for foundation / trenches / drains for every additional lift of 1.5 mtr. or part thereof in: ordinary or hard rock.
(G-37/5.1) Carriage of material: Building Rubbish, Stone metal (grit, ballast etc.). With lead of 5 Km. Deduct: Initial lead of 50m already taken in earthwork item.
(B-54/3.1.6) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering; All up to plinth level. 1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size).
(B-62/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code).
(B-59/4.1) Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix.
(B-61/4.9) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc.
(B-69/6.1.6) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).
(B-69/6.3.4) Add extra for Random Rubble stone masonry with hard stone in walls upto 30 cm & less thickness.
(B-48/1.25) Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr and with all lift.
(B-44/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil.
(G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 10 Km. Deduct: Initial lead of 50m already taken in earthwork item.
(B-50/1.36) Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for Pre-Constructional Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion).
(B-49/1.34) Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%.
(B-59/4.2) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix.
(B-59/4.3) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix.
(B-61/4.10) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for: (B-61/4.10.3) Columns, pillars, posts and struts etc.
(B-61/4.10.2) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
(B-69/6.2.6) Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in: Cement Mortar 1:6 (1-Cement:6-Sand).
(B-70/6.4) Add extra for facing as per design and detailed specifications including additional cost of stones. (B-70/6.4.2) Course rubble Second sort.
(B-70/6.4.1) Course rubble First sort.
(B-70/6.4.6) Rock facing using Jodhpur white sand stone with porper projection and chiesel dressing of edges of stone 2 line dressing for building corners,jambs including uniform joints.
(B-65/5.2.2) Brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes & sizes in. Cement Mortar 1:6 (1-Cement:6-Sand).
(B-66/5.8.3) Half brick masonry in Superstructure, above plinth level upto floor V level using bricks of designation 75. Cement mortar 1:6 (1 cement : 6 coarse sand).
(B-139/12.3) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: (B-139/12.3.1) 25 mm thick
(B-139/12.3.2) 20 mm thick.
摮映硩湩污浵湩浵眠牯映牯搠潯獲Ⱐ楷摮睯ⱳ瘠湥楴慬潴獲愠摮瀠牡楴楴湯楷桴攠瑸畲敤畢汩⁴灵猠慴摮牡畴畢慬 灡牰灯楲瑡⁚敳瑣潩獮愠摮漠桴牥猠捥楴湯景愠灰潲敶慭敫挠湯潦浲湩潴䤠⁓㜺㌳愠摮䤠⁓ㄺ㠲ⰵ†楦數楷桴爠睡汰杵湡捳敲獷漠楷桴映硩湩汣灩漬楷桴攠灸湡楳湯栠汯慦瑳湥牥湩汣摵湩敮散獳牡⁹楦汬湩灵漠慧愠⁴番据楴湯瑡琠灯Ⱐ潢瑴浯愠摮猠摩獥眠瑩敲畱物摥倠䍖港潥牰湥敦瑬攠捴汁浵湩畩敳瑣潩桳污敢猠潭瑯爬獵⁴牦敥瑳慲杩瑨Ⱐ業整敲湡潪湩整敭档湡捩污祬眠敨敲敶敲畱物摥椠据畬楤杮挠敬瑡愠杮敬䄠畬業楮浵猠慮⁰敢摡湩潦汧穡湩瀯湡汥湩⹃⹐戠慲獳 瑳楡汮獥瑳敥捳敲獷䄠吠睯牥戠汯⁴…汁慨摮敬☠䄠䄠摬潲⁰瑥愬汬挠浯汰瑥獡瀠牥愠捲楨整瑣牵污搠慲楷杮湡桴搠物捥楴湯景䔠杮湩敥湩挭慨杲䄠潮楤敳污浵湩浵⠠湡摯獩摥琠慲獮慰敲瑮㠠‱祤摥琠敲畱物摥猠慨敤愠捣牯楤杮琠卉㨠ㄠ㘸⸸⠠楍楮畭湡摯捩挠慯楴杮漠牧摡䍁ㄠⰵ䄠潮楤楺杮琠敢朠瑯搠湯牦浯愠灰潲敶湁摯穩牥⸩⠠ⵂ㜱⼵㘱ㄮㄮㄮ 潆楦數潰瑲潩 & c̑ ̣ĀЈ⠀ⵂ㜱⼵㘱ㄮ㈮ㄮ 潆桳瑵整獲戠極瑬灵猠慴摮牡畴畢慬敳瑣潩獮漠灯湥扡敬搠潯獲Ⱐ楷摮睯…敶瑮汩瑡牯湩汣摵湩牰癯摩湩…楦楸杮栠湩敧 潲汬牥瑥愠摮洠歡湩牰癯獩潩潦楦楸杮漠楦瑴湩獧眠敨敲敶敲畱物摥⠠潬正獥猠慨汬戠慰摩映牯猠灥牡瑡汥⥹.ᰀကᬀᄀᴀḀᬀ爀ࠁ䈨ㄭ㘷ㄯ⸶⸵⤲倠潲楶楤杮愠摮映硩湩汧穡湩湩愠畬業楮浵搠潯Ⱳ眠湩潤⁷瘬湥楴慬潴桳瑵整獲愠摮瀠牡楴楴湯瑥眠瑩噐⁓ 敮灯敲敮朠獡敫⁴瑥挠浯汰瑥獡瀠牥琠敨愠捲楨整瑣牵污搠慲楷杮湡桴楤敲瑣潩獮漠湥楧敮牥椭档牡敧䌨獯⁴景愠畬業楮浵猠慮⁰敢摡湩桳污敢瀠楡湩戠獡捩†瑩浥 楗桴映潬瑡朠慬獳瀠湡獥漠⸵‰浭琠楨正敮獳⠠眠楥桧⁴潮⁴敬獳琠慨㌱㔮‰杫猯浱⸩ $ +ļ ŌğЈ⠀ⵂ㜱⼸㘱ㄮ⤵倠潲楶楤杮愠摮映硩湩畳潣瑮潲楦浬桴捩湫獥景映汩洱Ɑ瘠獩扩敬氠杩瑨琠慲獮業瑴湡散㐠㈭┴☠猠汯牡攠敮杲⁹牴湡浳瑩慴据㈴㔭┱☠琠瑯污猠汯牡攠敮杲⁹敲敪瑣潩㜳㐭┳漠灡牰癯摥挠汯畯湡桳摡ⱥ挠浯汰瑥湩愠汬爠獥数瑣瑡愠汬氠癥汥獡搠物捥整祢攠杮湩敥湩挭慨杲 # 3Ȥਈ⠀ⵂ㠱⼸㘱㐮⸴⤱倠潲楶楤杮愠摮映硩湩硥慰摮摥朠楲汬洠摡景愠畬業畮獡瀠牥搠獥杩湡牤睡湩慨楶杮洠浥敢獲猠捥楴湯漠楳敺㜠㔮浭砠㘠〮浭愠摮漠数楮杮漠楳敺㔠洰⁸㠴浭琠污浵湩浵眠湩潤⽷敶瑮眠瑩敲畱物摥猠牣睥ⱳ夠愠摮䠠愠畬業楮浵猠捥楴湯⠠獡瀠牥搠慲楷杮 瑡琠敨攠摮湡業摤敬樠楯瑮敲灳捥楴敶祬挠浯汰瑥湩愠汬爠獥数瑣愠数楤敲瑣潩景攠杮湩敥湩挠慨杲䄠潮楤敳污浵湩浵⠠湡摯獩摥琠慲獮慰敲瑮㠠‱祤摥琠敲畱物摥猠慨敤愠捣牯楤杮琠卉㨠ㄠ㘸⤸䴨湩浩浵愠潮楤潣瑡湩景朠慲敤䄠⁃㔱湁摯穩湩潴戠潧⁴潤敮映潲灡牰癯摥䄠潮楤敺⥲.ᰀༀᬀ─ᴀ䔀ᬀ渀ᴀ謀ᬀ退ᴀᬀ漀ᴁ瀀ᬁࠀ䈨ㄭ㜷ㄯ⸶ㄱ ♓⁆楦數楷敲朠畡敧漠瑳楡汮獥瑳敥景ㄠ‴敭桳砠㈠‴慧杵潴琠敨愠畬業楮浵眠湩潤⁷祢䄠畬業楮浵戠慥楤杮㈠砰洳楷桴猠極慴汢捳敲獷渠瑯攠捸敥楤杮ㄠ〵浭搠獩慴据瑡愠汬栠楥桧獴眠瑩污敬摡愠摮氠晩⁴楷桴猠慣潦摬湩 58 KĢ؈⠀ⵂ㜱⼶㘱㘮ㄮ 牐癯摩湩湡楦楸杮搠畯汢捡楴湯栠摹慲汵捩映潬牯猠牰湩景愠灰潲敶牢湡湡慭畮慦瑣牵卉㨠㘠ㄳ‵慭歲摥潦潤牯湩汣摵湩潣瑳漠畣瑴湩汦潯獲愠敲畱物摥浥敢摤湩湩映潬牯湡潣敶汰瑡獥眠瑩牢獡楰潶⁴湡楳杮敬瀠敩散䴠匮楷桴猠慴湩敬獳猠整汥挠癯牥瀠慬整.ᰀᬀ⌀ᴀ䠀ᬀᴁ℀ᬁꈀࠀ䈨ㄭ㜷ㄯ⸶⤸倠潲楶楤杮愠摮映硩湩〱洰牢獡潬正戨獥⁴慭敫漠灡牰癯摥焠慵楬祴 潦污浵湩畩潤牯湩汣摵湩敮散獳牡⁹畣瑴湩湡慭楫杮朠潯瑥挠浯汰瑥 " 3ʶ؈⠀ⵂ㤹㤯㘮㈮ 牐癯摩湩湡楦楸杮瀠敲獳摥猠整汥搠潯牦浡獥挠湯楦浲湩潴䤠⁓㌴ㄵ洠湡晵捡畴敲牦浯挠浯敭捲慩業摬猠整汥猠敨瑥漠⸱㔲洠桴捩湫獥湩汣摵湩楨杮獥樠浡Ɫ氠捯慪扭敢摡愠摮椠敲畱物摥愠杮敬琠牨獥潨摬漠業摬猠整汥愠杮敬漠敳瑣潩〵㉸洵Ɑ漠慢敳琠敩景ㄠ㈮洵牰獥敳業摬猠整汥眠汥敤牯爠杩摩祬映硩摥琠杯瑥敨祢洠捥慨楮慣敭湡ⱳ愠橤獵慴汢畬獧眠瑩灳楬⁴湥慴汩琠慥档樠浡湩汣摵湩瑳敥畢瑴栠湩敧⸲洵桴捩楷桴洠牯慴畧牡獤潬正猠牴歩ⵥ汰瑡湡桳捯扡潳扲牥獡猠数楣楦摥愠摮愠灰祬湩愠挠慯⁴景愠灰潲敶瑳敥牰浩牥愠瑦牥瀠敲琭敲瑡敭瑮漠桴畳晲捡湩汣摵湩楦汬湩楷桴䌠⁃㨱㨲⠴ㅍ‵牧摡⥥挠浯汰瑥獡搠物捥整祢䔠杮湩敥湩挭慨杲㩥倠潲楦敬䌠.ᰀఀᬀ∀ᴀ㬀ᬀ가ᴂ딀ᬂ뼀ࠁ 䈨㤭⼳⸸㌱㈮ㄮ䈫㤭⼳⸸㐱 牐癯摩湩湡楦楸杮攠瑸牥慮牧摡潢牡潳楬潣敲猠湩汧敬晡映畬桳搠潯桳瑵整獲䤠䥓㈠〲ⴲ㜶洠牡敫獵湩桐湥汯映牯慭敤票敤敲楳椠汧敵戠瑯楳敤楷桴愠灰潲敶瑳敥楦瑴湩獧挠浯汰瑥獡瀠牥愠湮硥牵䄧㨧㌠‰浭琠楨正潃浭牥楣污嘠湥敥潢桴猠摩䔠瑸慲映牯瀠潲楶楤杮攠瑸牥慮楬灰湩楷桴㈠摮†汣獡整歡眠潯慢瑴湥‶浭洠湩浩浵搠灥桴漠污摥敧景猠畨瑴牥漨敶污牡慥漠潤牯猠畨瑴牥琠敢洠慥畳敲⥤ ᰀᤀᬀ⼀ᴀ漀ᬀᴀﰀᬀ︀ᴀᤀᬁᬀᴁ㼀ᬁ㐀ࠂ䈨ㄭ㠷ㄯ⸶㘱ㄮ 牐癯摩湩湡楦楸杮映捡潴祲洠摡偵䍖䔠瑸畲敤敳瑣潩慨楶杮愠癯牥污楤敭獮潩獡戠汥睯⠠潴敬慲据⭥洱⥭眠瑩慷汬琠楨正敮獳㈠〮浭⼫〭㈮浭挬牯敮獲漠桴潤牯映慲敭琠敢洠瑩敲湡敷摬摥漠汰獡楴本污慶楮敺牢捡敫獴愠摮猠慴湩氠獥瑳敥捳敲獷吮敨栠湩敧猠摩敶瑲捩污漠桴牦浡獥爠楥普牯散祢朠污慶楮敺⹍⹓畴敢漠楳敺ㄠ砹㤱浭愠摮ㄠ浭⼫〭ㄮ浭眠污桴捩湫獥湡″潮瑳楡汮獥瑳敥楨杮獥映硩摥琠桴牦浡潣灭敬整愠数慭畮慦瑣牵牥灳捥晩捩瑡潩湡楤敲瑣潩景䔠杮湩敥湩挭慨杲䔠瑸畲敤敳瑣潩牰景汩楳敺㐠‸⁸〴洠 2 Gȋ ȳѴ؉⠀䈀ⴀ㜀㤀⼀㘀⸀㜀⤀ 倀爀漀瘀椀搀椀渀最 愀渀搀 昀椀砀椀渀最 琀漀 攀砀椀猀琀椀渀最 搀漀漀爀 昀爀愀洀攀猀 ㈀㐀洀洀 琀栀椀挀欀 昀愀挀琀漀爀礀 洀愀搀攀 倀嘀䌀 搀漀漀爀 猀栀甀琀琀攀爀猀 洀愀搀攀 漀昀 猀琀椀氀攀猀 愀渀搀 爀愀椀氀猀 漀昀 愀 甀倀嘀䌀 栀漀氀氀漀眀 猀攀挀琀椀漀渀 漀昀 猀椀稀攀 㔀㤀砀㈀㐀 洀洀 愀渀搀 眀愀氀氀 琀栀椀挀欀渀攀猀猀 ㈀洀洀 ⬀⼀ⴀ ⸀㈀ 洀洀 眀椀琀栀 椀渀戀甀椀氀琀 攀搀最椀渀最 漀渀 戀漀琀栀 猀椀搀攀猀⸀吀栀攀 猀琀椀氀攀猀 愀渀搀 爀愀椀氀猀 洀椀琀爀攀搀 愀渀搀 樀漀椀渀攀搀 愀琀 琀栀攀 挀漀爀渀攀爀猀 戀礀 洀攀愀渀猀 漀昀 䴀⸀匀⸀最愀氀瘀愀渀椀稀攀搀⼀瀀氀愀猀琀椀挀 戀爀愀挀欀攀琀猀 漀昀 猀椀稀攀 㜀㔀砀㈀㈀ 洀洀 栀愀瘀椀渀最 眀愀氀氀 琀栀椀挀欀渀攀猀猀 ⸀ 洀洀⬀⼀ⴀ ⸀洀洀 愀渀搀 猀琀愀椀渀氀攀猀猀 猀琀攀攀氀 猀挀爀攀眀猀⸀ 吀栀攀 猀琀椀氀攀猀 漀昀 琀栀攀 猀栀甀琀琀攀爀 爀攀椀渀昀漀爀挀攀搀 戀礀 椀渀猀攀爀琀椀渀最 最愀氀瘀愀渀椀稀攀搀 䴀⸀匀⸀琀甀戀攀 漀昀 猀椀稀攀 ㈀ 砀㈀ 洀洀 愀渀搀 洀洀 ⬀⼀ⴀ ⸀洀洀 眀愀氀氀 琀栀椀挀欀渀攀猀猀⸀ 吀栀攀 氀漀挀欀 爀愀椀氀 洀愀搀攀 甀瀀 漀昀 ᠀䠠ᤀ†猀攀挀琀椀漀渀Ⰰ愀 甀倀嘀䌀 栀漀氀氀漀眀 猀攀挀琀椀漀渀 漀昀 猀椀稀攀 砀㈀㐀洀洀 愀渀搀 ㈀洀洀 ⬀⼀ⴀ ⸀㈀洀洀 眀愀氀氀 琀栀椀挀欀渀攀猀猀 昀椀砀攀搀 琀漀 琀栀攀 猀栀甀琀琀攀爀 猀琀椀氀攀猀 戀礀 洀攀愀渀猀 漀昀 瀀氀愀猀琀椀挀⼀ 最愀氀瘀愀渀椀稀攀搀 䴀⸀匀⸀ᤀ唠ᤀ†挀氀攀愀琀猀⸀吀栀攀 猀栀甀琀琀攀爀 昀爀愀洀攀 昀椀琀琀攀搀 眀椀琀栀 愀 甀倀嘀䌀 洀甀氀琀椀ⴀ猀栀愀洀戀攀爀攀搀 猀椀渀最氀攀 瀀愀渀攀氀 漀昀 猀椀稀攀 渀漀琀 氀攀猀猀 琀栀愀渀 㘀 洀洀Ⰰ 栀愀瘀椀渀最 漀瘀攀爀愀氀氀 琀栀椀挀欀渀攀猀猀 漀昀 ㈀ 洀洀 愀渀搀 洀洀 ⬀⼀ⴀ ⸀洀洀 眀愀氀氀 琀栀椀挀欀渀攀猀猀⸀ 吀栀攀 瀀愀渀攀氀猀 昀椀琀琀攀搀 瘀攀爀琀椀挀愀氀氀礀 愀渀搀 琀椀攀 戀愀爀 愀琀 琀眀漀 瀀氀愀挀攀猀 戀礀 椀渀猀攀爀琀椀渀最 栀漀爀椀稀漀渀琀愀氀氀礀 㘀洀洀 最愀氀瘀愀渀椀稀攀搀 䴀⸀匀⸀爀漀搀 愀渀搀 昀愀猀琀攀渀攀搀 眀椀琀栀 渀甀琀猀 愀渀搀 眀愀猀栀攀爀猀Ⰰ 挀漀洀瀀氀攀琀攀 愀猀 瀀攀爀 洀愀渀甀昀愀挀琀甀爀攀爀ᤀ猠 猀瀀攀挀椀昀椀挀愀琀椀漀渀 愀渀搀 搀椀爀攀挀琀椀漀渀 漀昀 䔀渀最椀渀攀攀爀ⴀ椀渀ⴀ挀栀愀爀最攀 ⠀䘀漀爀 圀⸀䌀⸀愀渀搀 戀愀琀栀爀漀漀洀 搀漀漀爀 猀栀甀琀琀攀爀⤀⸀ᰀഀᬀ㬀ᴀ搀ᬀ뤀ᴁᬁﴀࠁ䈨㤭⼸⸹⤵倠潲楶楤杮愠摮映硩湩ⵔ物湯映慲敭潦潤牯ⱳ眠湩潤獷愠摮瘠湥楴慬潴獲漠業摬猠整汥吠敥猭捥楴湯ⱳ樠楯瑮業牴摥愠摮眠汥敤楷桴ㄠ砵″浭氠杵〱浣氠湯浥敢摤摥椠散敭瑮挠湯牣瑥汢捯獫ㄠ砵〱ㅸ‰浣漠㨱㨳‶ㄨ挠浥湥⁴›″潣牡敳猠湡›‶牧摡摥猠潴敮愠杧敲慧整㈠‰浭渠浯湩污猠穩⥥漠楷桴眠潯敤汰杵湡捳敲獷漠慲汷瀠畬獧愠摮猠牣睥牯眠瑩楦楸杮挠楬獰漠楷桴戠汯獴愠摮渠瑵獡爠煥極敲椠据畬楤杮映硩湩景渠捥獥慳祲戠瑵⁴楨杮獥愠摮猠牣睥湡灡汰楹杮愠瀠楲業杮挠慯⁴景愠灰潲敶瑳敥牰浩牥.ᰀᬀ ᴀ倀ᬀ焀ࠁ䈨ㄭ〰㤯ㄮ⤷倠潲楶楤杮愠摮映硩湩⹍⹓猠敨瑥ㄠ浭琠楨正猠湩汧敬晡搠潯桳瑵整湩愠杮敬椠潲牦浡㔳㍸砵洵畳瑩扡汩祬搠慩潧慮汬⁹牢捡摥眠瑩㔲㍸浭映慬⁴物湯愠潢敶愠摮戠汥睯氠捯慲汩漠楳敺㔠砰洵敢摡湩硥牴湩汣摵湩污楦
tings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint. " c(B-104/9.39) Providing and fixing of double leaf steel shutter for cupboard, the frame is made of pressed steel ISI section 80x25 mmx 1.25 mm thick with 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate and spray painting in approved shade with deco paint of approved quality complete as per direction of Engineer In Charge % K ¬«(B-95/8.26) Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. 2 vÞ(B-95/8.25.2) Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm. # \Ø Ý(B-99/9.8) Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. =´(B-142/12.22.1) Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. New plastered surface (three or more coats). & ? ñ(B-144/12.37.1) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: New work (two or more coats) over and including scrapping and priming coat with cement primer. > 6(B-145/12.43.1) Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision. New work. 9 T- 5(B-146/12.45.1) Applying priming coat with ready mix pink or grey primer of approved brand and manufacture on wood work hard and soft wood. + Hk wB -142/12.23 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete (B-146/12.46.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. ( 5 Á(S-247/3.16) P&F rigid PVC pipe (IS:4985 mark) class II/ (4 Kg. /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. (S-247/3.16.3) 110 mm dia. (S-247/3.16.4) 160 mm dia. Ñ(S-247/3.17) P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 110 mm dia. (S-248/3.17.10.ii) Door Bend (Top Side). ( §#(S-247/3.17.1.ii) Coupler (Socket). " (S-248/3.17.3.ii) Plain Tee. (S-248/3.17.8.ii) Bend 45. (S-249/3.17.15.ii) Pipe Clip. (S-249/3.17.12.ii) Vent Cowel. Ã(S-257/3.44.2) Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B' for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. 110 mm dia. F V¸ æ(S-257/3.45) Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipe fittings type `B' for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. 110 mm dia. (S-257/3.45.4.ii) Bend 87.5. K \¾ È(S-258/3.45.9.ii) Double Y. (S-257/3.45.1.ii) Coupler. (
(S-258/3.45.17.ii) Single Tee with Door. '(S-259/3.45.20) Offset. (S-258/3.45.12.ii) Pipe Clip. ((S-258/3.45.26) Nahni Trap without Jali. ' (S-247/3.16.5) Providing & laying C.C. 1:3:6 (stone aggregate 20 mm nominal size) all around PVC pipe including 7.5 cm thick bed concerte [width & height = dia of pipe + 15 cm] excluding cost of pipe & excavation of trenches etc. (S-247/3.16.5.1) PVC pipe 110 mm dia. " ,R e%(S-247/3.16.5.2) PVC pipe 160 mm dia. Ù(S-240/2.37.1) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge (Internal work Exposed on wall). (S-240/2.37.3) 25 mm nomina
(E-1/1.2.2) Wiring of twin control light point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 2 Nos Hot Dipped Galvanized M.S Modular box of 1.2 mm thick with earth terminal,2 Nos10 A two way Modular switch, 3 pin ceiling rose / holder / 3 way connector, Modular face plate with grid plate, screws, making connections, testing etc. as required. Medium point (up to 6 mtr). /4 >p n {O (E-2/1.3.1) Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's ISI marked (IS:3419-1988)accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal, 10 A modular switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. On board. 6; Fy F N(E-9/4.1) Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. (E-9/4.1.2) 2 x 1.5 sq.mm. W+(E-9/4.1.7) 2 x 2.5 sq.mm. + 1 x 1.5 sq.mm. ,(E-9/4.1.14) 2 x 4.0 sq.mm. + 1 x 2.5 sq.mm. ,(E-9/4.1.19) 2 x 4.0 sq.mm. + 1 x 2.5 sq.mm. (E-9/4.1.21) 1 x 10.0 sq.mm. (E-2/1.4) S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. (E-2/1.4.1) 20 mm. Z f(E-2/1.4.2) 25 mm. Ë(E-33/7.37) Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost of ISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. $ M{(E-107/20.5.1) Supply & fixing of square faceplate for flush / surface mount Information Outlets Single/Dual or Quad Aperture, material should be PC+ABS body, Suitable for RJ45 unshielded/shielded connection modules. Should match with I. O. OEM. Dimensions should be 86mm X 86mm as required complete in all respect. All as per pre approved by Engineer in charge. Single Aperture. " `k z¶ (E-87/17.2) Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy e" 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.e"0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housinng. v Z(E-87/17.2.2) 1200 mm, Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing. D YÝ (E-88/17.4) Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external s
ge protection BIS certified isolated driver having efficie
礀 㸀 㠀㔀─ Ⰰ 眀椀琀栀 匀栀漀爀琀 ☀ 伀瀀攀渀 挀椀爀挀甀椀琀 瀀爀漀琀攀挀琀椀漀渀 ⠀䤀渀琀攀最爀愀氀 眀椀琀栀 氀椀最栀琀 昀椀砀琀甀爀攀⤀⸀ 匀礀猀琀攀洀 氀甀洀攀渀 攀昀昀椀挀愀挀礀 漀昀 攀•㈀
渀 攀砀椀猀琀椀渀最 戀爀愀挀欀攀琀⼀瀀漀氀攀⸀ 䘀椀砀琀甀爀攀 洀愀搀攀 漀昀 瀀漀眀搀攀爀 挀漀愀琀攀搀 猀椀渀最氀攀 瀀椀攀挀攀 瀀爀攀猀猀甀爀攀 搀椀攀 挀愀猀琀 愀氀甀洀椀渀甀洀 洀愀琀攀爀椀愀氀 眀椀琀栀 栀攀愀琀
(B-44/1.7.3) Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed: Hard rock (blasting prohibited) useful material 30%.
(G-37/5.1) Carriage of material: Building Rubbish, Stone metal (grit, ballast etc.). With lead of 5 Km. Deduct: Initial lead of 50m already taken in earthwork item.
(B-69/6.1.6) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).
(B-48/1.25) Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr and with all lift.
(B-44/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil.
(G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 10 Km. Deduct: Initial lead of 50m already taken in earthwork item.
(B-59/4.1) Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix.
(B-61/4.9) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc.
(B-59/4.2) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix.
(B-62/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code).
摮映硩湩污浵湩浵眠牯映牯搠潯獲Ⱐ楷摮睯ⱳ瘠湥楴慬潴獲愠摮瀠牡楴楴湯楷桴攠瑸畲敤畢汩⁴灵猠慴摮牡畴畢慬 灡牰灯楲瑡⁚敳瑣潩獮愠摮漠桴牥猠捥楴湯景愠灰潲敶慭敫挠湯潦浲湩潴䤠⁓㜺㌳愠摮䤠⁓ㄺ㠲ⰵ†楦數楷桴爠睡汰杵湡捳敲獷漠楷桴映硩湩汣灩漬楷桴攠灸湡楳湯栠汯慦瑳湥牥湩汣摵湩敮散獳牡⁹楦汬湩灵漠慧愠⁴番据楴湯瑡琠灯Ⱐ潢瑴浯愠摮猠摩獥眠瑩敲畱物摥倠䍖港潥牰湥敦瑬攠捴汁浵湩畩敳瑣潩桳污敢猠潭瑯爬獵⁴牦敥瑳慲杩瑨Ⱐ業整敲湡潪湩整敭档湡捩污祬眠敨敲敶敲畱物摥椠据畬楤杮挠敬瑡愠杮敬䄠畬業楮浵猠慮⁰敢摡湩潦汧穡湩瀯湡汥湩⹃⹐戠慲獳 瑳楡汮獥瑳敥捳敲獷䄠吠睯牥戠汯⁴…汁慨摮敬☠䄠䄠摬潲⁰瑥愬汬挠浯汰瑥獡瀠牥愠捲楨整瑣牵污搠慲楷杮湡桴搠物捥楴湯景䔠杮湩敥湩挭慨杲䄠潮楤敳污浵湩浵⠠湡摯獩摥琠慲獮慰敲瑮㠠‱祤摥琠敲畱物摥猠慨敤愠捣牯楤杮琠卉㨠ㄠ㘸⸸⠠楍楮畭湡摯捩挠慯楴杮漠牧摡䍁ㄠⰵ䄠潮楤楺杮琠敢朠瑯搠湯牦浯愠灰潲敶湁摯穩牥⸩⠠ⵂ㜱⼵㘱ㄮㄮㄮ 潆楦數潰瑲潩 & c̑ ̣ĀЈ⠀ⵂ㜱⼵㘱ㄮ㈮ㄮ 潆桳瑵整獲戠極瑬灵猠慴摮牡畴畢慬敳瑣潩獮漠灯湥扡敬搠潯獲Ⱐ楷摮睯…敶瑮汩瑡牯湩汣摵湩牰癯摩湩…楦楸杮栠湩敧 潲汬牥瑥愠摮洠歡湩牰癯獩潩潦楦楸杮漠楦瑴湩獧眠敨敲敶敲畱物摥⠠潬正獥猠慨汬戠慰摩映牯猠灥牡瑡汥⥹.ᰀကᬀᄀᴀḀᬀ爀ࠁ䈨ㄭ㘷ㄯ⸶⸵⤲倠潲楶楤杮愠摮映硩湩汧穡湩湩愠畬業楮浵搠潯Ⱳ眠湩潤⁷瘬湥楴慬潴桳瑵整獲愠摮瀠牡楴楴湯瑥眠瑩噐⁓ 敮灯敲敮朠獡敫⁴瑥挠浯汰瑥獡瀠牥琠敨愠捲楨整瑣牵污搠慲楷杮湡桴楤敲瑣潩獮漠湥楧敮牥椭档牡敧䌨獯⁴景愠畬業楮浵猠慮⁰敢摡湩桳污敢瀠楡湩戠獡捩†瑩浥 楗桴映潬瑡朠慬獳瀠湡獥漠⸵‰浭琠楨正敮獳⠠眠楥桧⁴潮⁴敬獳琠慨㌱㔮‰杫猯浱⸩ $ +ļ ŌğЈ⠀ⵂ㜱⼸㘱ㄮ⤵倠潲楶楤杮愠摮映硩湩畳潣瑮潲楦浬桴捩湫獥景映汩洱Ɑ瘠獩扩敬氠杩瑨琠慲獮業瑴湡散㐠㈭┴☠猠汯牡攠敮杲⁹牴湡浳瑩慴据㈴㔭┱☠琠瑯污猠汯牡攠敮杲⁹敲敪瑣潩㜳㐭┳漠灡牰癯摥挠汯畯湡桳摡ⱥ挠浯汰瑥湩愠汬爠獥数瑣瑡愠汬氠癥汥獡搠物捥整祢攠杮湩敥湩挭慨杲 # 3Ȥਈ⠀ⵂ㠱⼸㘱㐮⸴⤱倠潲楶楤杮愠摮映硩湩硥慰摮摥朠楲汬洠摡景愠畬業畮獡瀠牥搠獥杩湡牤睡湩慨楶杮洠浥敢獲猠捥楴湯漠楳敺㜠㔮浭砠㘠〮浭愠摮漠数楮杮漠楳敺㔠洰⁸㠴浭琠污浵湩浵眠湩潤⽷敶瑮眠瑩敲畱物摥猠牣睥ⱳ夠愠摮䠠愠畬業楮浵猠捥楴湯⠠獡瀠牥搠慲楷杮 瑡琠敨攠摮湡業摤敬樠楯瑮敲灳捥楴敶祬挠浯汰瑥湩愠汬爠獥数瑣愠数楤敲瑣潩景攠杮湩敥湩挠慨杲䄠潮楤敳污浵湩浵⠠湡摯獩摥琠慲獮慰敲瑮㠠‱祤摥琠敲畱物摥猠慨敤愠捣牯楤杮琠卉㨠ㄠ㘸⤸䴨湩浩浵愠潮楤潣瑡湩景朠慲敤䄠⁃㔱湁摯穩湩潴戠潧⁴潤敮映潲灡牰癯摥䄠潮楤敺⥲.ᰀༀᬀ─ᴀ䔀ᬀ渀ᴀ謀ᬀ退ᴀᬀ漀ᴁ瀀ᬁࠀ䈨ㄭ㜷ㄯ⸶ㄱ ♓⁆楦數楷敲朠畡敧漠瑳楡汮獥瑳敥景ㄠ‴敭桳砠㈠‴慧杵潴琠敨愠畬業楮浵眠湩潤⁷祢䄠畬業楮浵戠慥楤杮㈠砰洳楷桴猠極慴汢捳敲獷渠瑯攠捸敥楤杮ㄠ〵浭搠獩慴据瑡愠汬栠楥桧獴眠瑩污敬摡愠摮氠晩⁴楷桴猠慣潦摬湩 58 KĢ؈⠀ⵂ㜱⼶㘱㘮ㄮ 牐癯摩湩湡楦楸杮搠畯汢捡楴湯栠摹慲汵捩映潬牯猠牰湩景愠灰潲敶牢湡湡慭畮慦瑣牵卉㨠㘠ㄳ‵慭歲摥潦潤牯湩汣摵湩潣瑳漠畣瑴湩汦潯獲愠敲畱物摥浥敢摤湩湩映潬牯湡潣敶汰瑡獥眠瑩牢獡楰潶⁴湡楳杮敬瀠敩散䴠匮楷桴猠慴湩敬獳猠整汥挠癯牥瀠慬整.ᰀᬀ⌀ᴀ䠀ᬀᴁ℀ᬁꈀࠀ䈨ㄭ㜷ㄯ⸶⤸倠潲楶楤杮愠摮映硩湩〱洰牢獡潬正戨獥⁴慭敫漠灡牰癯摥焠慵楬祴 潦污浵湩畩潤牯湩汣摵湩敮散獳牡⁹畣瑴湩湡慭楫杮朠潯瑥挠浯汰瑥 " 3ʶ؈⠀ⵂ㤹㤯㘮㈮ 牐癯摩湩湡楦楸杮瀠敲獳摥猠整汥搠潯牦浡獥挠湯楦浲湩潴䤠⁓㌴ㄵ洠湡晵捡畴敲牦浯挠浯敭捲慩業摬猠整汥猠敨瑥漠⸱㔲洠桴捩湫獥湩汣摵湩楨杮獥樠浡Ɫ氠捯慪扭敢摡愠摮椠敲畱物摥愠杮敬琠牨獥潨摬漠業摬猠整汥愠杮敬漠敳瑣潩〵㉸洵Ɑ漠慢敳琠敩景ㄠ㈮洵牰獥敳業摬猠整汥眠汥敤牯爠杩摩祬映硩摥琠杯瑥敨祢洠捥慨楮慣敭湡ⱳ愠橤獵慴汢畬獧眠瑩灳楬⁴湥慴汩琠慥档樠浡湩汣摵湩瑳敥畢瑴栠湩敧⸲洵桴捩楷桴洠牯慴畧牡獤潬正猠牴歩ⵥ汰瑡湡桳捯扡潳扲牥獡猠数楣楦摥愠摮愠灰祬湩愠挠慯⁴景愠灰潲敶瑳敥牰浩牥愠瑦牥瀠敲琭敲瑡敭瑮漠桴畳晲捡湩汣摵湩楦汬湩楷桴䌠⁃㨱㨲⠴ㅍ‵牧摡⥥挠浯汰瑥獡搠物捥整祢䔠杮湩敥湩挭慨杲㩥倠潲楦敬䌠.ᰀఀᬀ∀ᴀ㬀ᬀ가ᴂ딀ᬂ뼀ࠁ 䈨㤭⼳⸸㌱㈮ㄮ䈫㤭⼳⸸㐱 牐癯摩湩湡楦楸杮攠瑸牥慮牧摡潢牡潳楬潣敲猠湩汧敬晡映畬桳搠潯桳瑵整獲䤠䥓㈠〲ⴲ㜶洠牡敫獵湩桐湥汯映牯慭敤票敤敲楳椠汧敵戠瑯楳敤楷桴愠灰潲敶瑳敥楦瑴湩獧挠浯汰瑥獡瀠牥愠湮硥牵䄧㨧㌠‰浭琠楨正潃浭牥楣污嘠湥敥潢桴猠摩䔠瑸慲映牯瀠潲楶楤杮攠瑸牥慮楬灰湩楷桴㈠摮†汣獡整歡眠潯慢瑴湥‶浭洠湩浩浵搠灥桴漠污摥敧景猠畨瑴牥漨敶污牡慥漠潤牯猠畨瑴牥琠敢洠慥畳敲⥤ ᰀᤀᬀ⼀ᴀ漀ᬀᴀﰀᬀ︀ᴀᤀᬁᬀᴁ㼀ᬁ㐀ࠂ䈨ㄭ㠷ㄯ⸶㘱ㄮ 牐癯摩湩湡楦楸杮映捡潴祲洠摡偵䍖䔠瑸畲敤敳瑣潩慨楶杮愠癯牥污楤敭獮潩獡戠汥睯⠠潴敬慲据⭥洱⥭眠瑩慷汬琠楨正敮獳㈠〮浭⼫〭㈮浭挬牯敮獲漠桴潤牯映慲敭琠敢洠瑩敲湡敷摬摥漠汰獡楴本污慶楮敺牢捡敫獴愠摮猠慴湩氠獥瑳敥捳敲獷吮敨栠湩敧猠摩敶瑲捩污漠桴牦浡獥爠楥普牯散祢朠污慶楮敺⹍⹓畴敢漠楳敺ㄠ砹㤱浭愠摮ㄠ浭⼫〭ㄮ浭眠污桴捩湫獥湡″潮瑳楡汮獥瑳敥楨杮獥映硩摥琠桴牦浡潣灭敬整愠数慭畮慦瑣牵牥灳捥晩捩瑡潩湡楤敲瑣潩景䔠杮湩敥湩挭慨杲䔠瑸畲敤敳瑣潩牰景汩楳敺㐠‸⁸〴洠 2 Gȋ ȳѴ؉⠀䈀ⴀ㜀㤀⼀㘀⸀㜀⤀ 倀爀漀瘀椀搀椀渀最 愀渀搀 昀椀砀椀渀最 琀漀 攀砀椀猀琀椀渀最 搀漀漀爀 昀爀愀洀攀猀 ㈀㐀洀洀 琀栀椀挀欀 昀愀挀琀漀爀礀 洀愀搀攀 倀嘀䌀 搀漀漀爀 猀栀甀琀琀攀爀猀 洀愀搀攀 漀昀 猀琀椀氀攀猀 愀渀搀 爀愀椀氀猀 漀昀 愀 甀倀嘀䌀 栀漀氀氀漀眀 猀攀挀琀椀漀渀 漀昀 猀椀稀攀 㔀㤀砀㈀㐀 洀洀 愀渀搀 眀愀氀氀 琀栀椀挀欀渀攀猀猀 ㈀洀洀 ⬀⼀ⴀ ⸀㈀ 洀洀 眀椀琀栀 椀渀戀甀椀氀琀 攀搀最椀渀最 漀渀 戀漀琀栀 猀椀搀攀猀⸀吀栀攀 猀琀椀氀攀猀 愀渀搀 爀愀椀氀猀 洀椀琀爀攀搀 愀渀搀 樀漀椀渀攀搀 愀琀 琀栀攀 挀漀爀渀攀爀猀 戀礀 洀攀愀渀猀 漀昀 䴀⸀匀⸀最愀氀瘀愀渀椀稀攀搀⼀瀀氀愀猀琀椀挀 戀爀愀挀欀攀琀猀 漀昀 猀椀稀攀 㜀㔀砀㈀㈀ 洀洀 栀愀瘀椀渀最 眀愀氀氀 琀栀椀挀欀渀攀猀猀 ⸀ 洀洀⬀⼀ⴀ ⸀洀洀 愀渀搀 猀琀愀椀渀氀攀猀猀 猀琀攀攀氀 猀挀爀攀眀猀⸀ 吀栀攀 猀琀椀氀攀猀 漀昀 琀栀攀 猀栀甀琀琀攀爀 爀攀椀渀昀漀爀挀攀搀 戀礀 椀渀猀攀爀琀椀渀最 最愀氀瘀愀渀椀稀攀搀 䴀⸀匀⸀琀甀戀攀 漀昀 猀椀稀攀 ㈀ 砀㈀ 洀洀 愀渀搀 洀洀 ⬀⼀ⴀ ⸀洀洀 眀愀氀氀 琀栀椀挀欀渀攀猀猀⸀ 吀栀攀 氀漀挀欀 爀愀椀氀 洀愀搀攀 甀瀀 漀昀 ᠀䠠ᤀ†猀攀挀琀椀漀渀Ⰰ愀 甀倀嘀䌀 栀漀氀氀漀眀 猀攀挀琀椀漀渀 漀昀 猀椀稀攀 砀㈀㐀洀洀 愀渀搀 ㈀洀洀 ⬀⼀ⴀ ⸀㈀洀洀 眀愀氀氀 琀栀椀挀欀渀攀猀猀 昀椀砀攀搀 琀漀 琀栀攀 猀栀甀琀琀攀爀 猀琀椀氀攀猀 戀礀 洀攀愀渀猀 漀昀 瀀氀愀猀琀椀挀⼀ 最愀氀瘀愀渀椀稀攀搀 䴀⸀匀⸀ᤀ唠ᤀ†挀氀攀愀琀猀⸀吀栀攀 猀栀甀琀琀攀爀 昀爀愀洀攀 昀椀琀琀攀搀 眀椀琀栀 愀 甀倀嘀䌀 洀甀氀琀椀ⴀ猀栀愀洀戀攀爀攀搀 猀椀渀最氀攀 瀀愀渀攀氀 漀昀 猀椀稀攀 渀漀琀 氀攀猀猀 琀栀愀渀 㘀 洀洀Ⰰ 栀愀瘀椀渀最 漀瘀攀爀愀氀氀 琀栀椀挀欀渀攀猀猀 漀昀 ㈀ 洀洀 愀渀搀 洀洀 ⬀⼀ⴀ ⸀洀洀 眀愀氀氀 琀栀椀挀欀渀攀猀猀⸀ 吀栀攀 瀀愀渀攀氀猀 昀椀琀琀攀搀 瘀攀爀琀椀挀愀氀氀礀 愀渀搀 琀椀攀 戀愀爀 愀琀 琀眀漀 瀀氀愀挀攀猀 戀礀 椀渀猀攀爀琀椀渀最 栀漀爀椀稀漀渀琀愀氀氀礀 㘀洀洀 最愀氀瘀愀渀椀稀攀搀 䴀⸀匀⸀爀漀搀 愀渀搀 昀愀猀琀攀渀攀搀 眀椀琀栀 渀甀琀猀 愀渀搀 眀愀猀栀攀爀猀Ⰰ 挀漀洀瀀氀攀琀攀 愀猀 瀀攀爀 洀愀渀甀昀愀挀琀甀爀攀爀ᤀ猠 猀瀀攀挀椀昀椀挀愀琀椀漀渀 愀渀搀 搀椀爀攀挀琀椀漀渀 漀昀 䔀渀最椀渀攀攀爀ⴀ椀渀ⴀ挀栀愀爀最攀 ⠀䘀漀爀 圀⸀䌀⸀愀渀搀 戀愀琀栀爀漀漀洀 搀漀漀爀 猀栀甀琀琀攀爀⤀⸀ᰀഀᬀ㬀ᴀ搀ᬀ뤀ᴁᬁﴀࠁ䈨㤭⼸⸹⤵倠潲楶楤杮愠摮映硩湩ⵔ物湯映慲敭潦潤牯ⱳ眠湩潤獷愠摮瘠湥楴慬潴獲漠業摬猠整汥吠敥猭捥楴湯ⱳ樠楯瑮業牴摥愠摮眠汥敤楷桴ㄠ砵″浭氠杵〱浣氠湯浥敢摤摥椠散敭瑮挠湯牣瑥汢捯獫ㄠ砵〱ㅸ‰浣漠㨱㨳‶ㄨ挠浥湥⁴›″潣牡敳猠湡›‶牧摡摥猠潴敮愠杧敲慧整㈠‰浭渠浯湩污猠穩⥥漠楷桴眠潯敤汰杵湡捳敲獷漠慲汷瀠畬獧愠摮猠牣睥牯眠瑩楦楸杮挠楬獰漠楷桴戠汯獴愠摮渠瑵獡爠煥極敲椠据畬楤杮映硩湩景渠捥獥慳祲戠瑵⁴楨杮獥愠摮猠牣睥湡灡汰楹杮愠瀠楲業杮挠慯⁴景愠灰潲敶瑳敥牰浩牥.ᰀᬀ ᴀ倀ᬀ焀ࠁ䈨ㄭ〰㤯ㄮ⤷倠潲楶楤杮愠摮映硩湩⹍⹓猠敨瑥ㄠ浭琠楨正猠湩汧敬晡搠潯桳瑵整湩愠杮敬椠潲牦浡㔳㍸砵洵畳瑩扡汩祬搠慩潧慮汬⁹牢捡摥眠瑩㔲㍸浭映慬⁴物湯愠潢敶愠摮戠汥睯氠捯慲汩漠楳敺㔠砰洵敢摡湩硥牴湩汣摵湩污楦
(B-44/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil.
(G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 10 Km. Deduct: Initial lead of 50m already taken in earthwork item.
(B-44/1.7.3) Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed: Hard rock (blasting prohibited) useful material 30%.
(G-37/5.1) Carriage of material: Building Rubbish, Stone metal (grit, ballast etc.). With lead of 5 Km. Deduct: Initial lead of 50m already taken in earthwork item.
(B-62/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code).
(B-59/4.1) Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix.
(B-61/4.9) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc.
(B-44/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil.
(G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 10 Km. Deduct: Initial lead of 50m already taken in earthwork item.
(B-59/4.3) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix.
(B-65/5.2.2) Brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes & sizes in. Cement Mortar 1:6 (1-Cement:6-Sand).
(B-139/12.3.2) 20 mm thick.
ge protection BIS certified isolated driver having efficie
Item Rate BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
NUMBER #
Topographic & contour survey of land by taking levels at 5.0m interval (or as per requirement) with showing details of boundary of allotted land, existing permanent/ temporary structures, electric/ telephone other overhead and surface lines including trees, roads, paths etc. complete. The firm shall submit contour plan with 0.25 mtr. Interval superimposing final E.L.P. and demarcation of boundary wall, transformer track, transformer and main structure foundations, control room & residential building etc. It includes preparations of excel sheet (A4 size) of levels, superimposed drawings and contour plan in soft copy and hard copies in 4 sets complete as per directions of Engineer in charge with all lead & lift and other charges.
stage.html
html • 0.02 MB
tech_bid_open.pdf
tech_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.76 MB
BIDCIRCLEBLDPHALODISIGNED.pdf
Tender Documents • 12.46 MB
BOQ_950421.xls
BOQ • 0.53 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .