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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.7 LAccepted-AOC | ₹52.7 L Quoted ₹57.3 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | AANVI CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00Appendix A - 9 NOS | ||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 48.42 | cum | 257.5 ₹12,468.15 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 8.1 | cum | 8,360.39 ₹67,719.16 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.4 | cum | 8,564.86 ₹46,250.24 |
| 1.00 | 10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes | 1,020 | kg | 211.77 ₹2.2 L |
| 1.00 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 2,443.32 | kg | 230.81 ₹5.6 L |
| 1.01 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 168.75 | sqm | 841.72 ₹1.4 L |
| 1.01 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | 157.5 | sqm | 1,775.6 ₹2.8 L |
| 1.01 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 2,561.69 | kg | 767.4 ₹19.7 L |
| 1.01 | 25.1:Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminum extruded section shall be taken for purpose of payment | 54 | kg | 464.31 ₹25,072.74 |
Tender Value
₹57.3 L
EMD Value
₹50,000
Closing Date
26 Dec 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Roads Division Kollam
LAC ADSConstruction of Bus Shelters-at various places in Main Central Road PWD Road Ezhukone Section under Kottarakkara LAC Pinattinmoodu Junction 2 Ambalappuram Junction 3 Nedumonkavu Junction 4 Nedumonkavu Kombanmukku Junction 5 Vakkanadu School
2025_PWD_820077_2
73/EE/ET/2025-26
Open Tender
Civil Works - Roads
330 days
Kollam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
16 Feb 2026
18 Dec 2025
29 Dec 2025
18 Dec 2025
26 Dec 2025
18 Dec 2025
Work Name:LAC-ADS--Construction of Bus Shelters-at various places in Main Central Road (PWD Road) Ezhukone Section under Kottarakkara LAC-1) Pinattinmoodu Junction (Neduvathoor GP) 2) Ambalappuram Junction (Kottarakkara Muncipality) 3) Nedumonkavu Junction (Kareepra GP) 4) Nedumonkavu Kombanmukku Junction (Kareepra GP) 5) Vakkanadu School Junction (Kareepra GP) 6) Kareepra Factory Junction (Kareepra GP) 7) Veliyam Junction (Veliyam GP) 8) Odanavattom - Ambalathumkala Junction ( Veliyam GP ) 9) Odanavattom-Ashanmukku Junction ( Veliyam GP ) 10) Kudavattor-Chamavilamukku Junction ( Veliyam GP )-General Civil Work
id on this account).The weight of aluminum extruded section shall be taken for purpose of paymentû50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete25.2:Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke seals, microwave c
䵄朠獡敫獴映牯眠瑡牥琠杩瑨敮獳牰獥畳敲攠畱污獩瑡潩…牤楡慮敧愠摮瀠潲整瑣潩条楡獮⁴楦敲栠穡牡湩汣摵湩㩧戠 慆牢捩瑡湩湡畳灰祬湩敳牲瑡摥䴠匮潨⁴楤⁰慧癬湡獩摥⼠䄠畬業楮浵愠汬祯漠〶㔰吠‵牢捡敫獴漠敲畱物摥猠穩獥敳瑣潩獮愠摮瀠潲楦敬瑥琠捡潣浭摯瑡″楄敭瑮潩慮潭敶敭瑮映牯愠档敩楶杮瀠牥敦瑣瘠牥楴慣楬祴愠摮映硩湩瑳畲瑣牵污朠慬楺杮猠獹整楲楧汤⁹潴琠敨删䍃 慭潳牮⽹瑳畲瑣牵污猠整汥映慲敭潷歲漠畢汩楤杮猠牴捵畴敲甠楳杮猠慴湩敬獳猠整汥愠据潨慦瑳湥牥⽳戠汯獴祮潬敳数慲潴潴瀠敲敶瑮戠浩瑥污楬潣瑮捡獴眠瑩畮獴愠摮眠獡敨獲攠捴景猠慴湩敬獳猠整汥朠慲敤㌠㘱景琠敨爠煥極敲慣慰楣祴愠摮椠敲畱物摥渠浵敢獲⥣倠潲楶楤杮愠摮映汩楬杮睴慰瑲瀠浵⁰楦汬摥瑳畲瑣牵污猠汩捩湯敳污湡⁴湡湯慰瑲眠慥桴牥猠汩捩湯敳污湡⁴潣灭瑡扩敬眠瑩桴瑳畲瑣牵污猠汩捩湯敳污湡⁴景爠煥極敲楢整猠穩湩愠挠敬湡愠摮挠湯牴汯敬慦瑣牯⁹ 潷歲猠潨⁰湥楶潲浮湥⁴湩汣摵湩潤扵敬猠摩摥猠慰散慴数敳瑴湩汢捯獫愠摮戠捡敫潲Ɽ愠汬漠灡牰癯摥朠慲敤牢湡湡慭畮慦瑣牵ⱥ愠数桴灡牰癯摥猠慥慬瑮搠獥杩Ɱ眠瑩楨湡污牡畯摮琠敨瀠牥浩瑥牥映牯栠汯楤杮朠慬獳⥤倠潲楶楤杮愠摮映硩湩湩瀠獯瑩潩汦獡楨杮景猠汯摩愠畬業楮浵猠敨瑥ㄠ洠桴捩湡景猠穩獥桳灡獥愠摮瀠潲楦敬ⱳ愠敲畱物摥愠数桴楳整挠湯楤楴湯ⱳ琠敳污琠敨朠灡戠瑥敷湥琠敨戠極摬湩瑳畲瑣牵湡污瑩湩整晲捡獥眠瑩畣瑲楡汧穡湩潴洠歡瑩眠瑡牥楴桧攠 慍楫杮瀠潲楶楳湯映牯搠慲湩条景洠楯瑳牵⽥眠瑡牥琠慨⁴湥整獲琠敨挠牵慴湩朠慬楺杮猠獹整潴洠歡瑩眠瑡牥楴桧ⱴ戠⁹湩潣灲牯瑡湩牰湩楣汰獥漠牰獥畳敲攠畱污穩瑡潩Ɱ瀠潲楶楤杮猠極慴汢畧瑴牥瀠潲楦敬瑡戠瑯潴椨敲畱物摥Ⱙ洠歡湩敮散獳牡⁹潨敬景爠煥極敲楳敺湡景爠煥極敲畮扭牥瑥挠浯汰瑥吠楨瑩浥椠据畬敤潣瑳漠污湩異獴漠敤楳湧湩Ⱨ氠扡畯潦慦牢捩瑡湩湡湩瑳污慬楴湯漠污浵湩畩牧摩湩瑳污慬楴湯漠汧穡摥甠楮獴♔ⱐ猠慣晦汯楤杮愠摮漠桴牥椠据摩湥慴档牡敧湩汣摵湩慷瑳条獥攠捴Ⱞ攠慮汢湩整灭牯牡⁹瑳畲瑣牵獥愠摮猠牥楶散ⱳ挠慲敮牯挠慲汤獥攠捴獡搠獥牣扩摥愠潢敶愠摮愠灳捥晩敩吠敨椠整湩汣摵獥琠敨挠獯⁴景朠瑥楴杮愠汬琠敨猠牴捵畴慲湡畦据楴湯污搠獥杩湩汣摵湩桳灯搠慲楷杮档捥敫祢愠猠牴捵畴慲敤楳湧牥畤汬⁹灡牰癯摥戠⁹湅楧敮牥椭档牡敧桔瑩浥愠獬湩汣摵獥琠敨挠獯⁴景愠汬洠捯灵瑡猠瑩ⱥ挠獯⁴景愠汬猠浡汰獥漠桴湩楤楶畤污挠浯潰敮瑮潦整瑳湩湩愠灡牰癯摥氠扡牯瑡牯ⱹ映敩摬琠獥獴漠桴獡敳扭敬潷歲湩瑳畲瑣牵污朠慬楺杮愠灳捥晩敩Ɽ挠敬湡湩湡牰瑯捥楴湯琠汩桴慨摮湩癯牥漠桴畢汩楤杮映牯漠捣灵瑡潩䤠桴湥Ɽ琠敨䌠湯牴捡潴桳污牰癯摩慷整楴桧⁴瑳畲瑣牵污朠慬楺杮栠癡湩污桴数晲牯慭据档牡捡整楲瑳捩瑥愠汬挠浯汰瑥獡爠煥極敲Ɽ愠数桴牁档瑩捥畴慲牤睡湩獧獡瀠牥椠整敤捳楲瑰潩Ɱ愠灳捥晩敩Ɽ愠数桴灡牰癯摥猠潨⁰牤睡湩獧愠摮愠楤敲瑣摥戠⁹桴湅楧敮牥湩桃牡敧潎整ⴺㄠ桔潣瑳漠牰癯摩湩硥牴摵摥愠畬業楮浵映慲敭ⱳ猠慨潤⁷潢數ⱳ攠瑸畲敤污浵湩畩敳瑣潩慣灰湩潦楦楸杮椠桴牧潯敶景琠敨挠牵慴湩朠慬楺杮愠摮瘠牥業牰潯瑳楡汮獥瑳敥楷敲洠獥桳污敢瀠楡潦敳慰慲整祬甠摮牥爠汥癥湡⁴瑩浥湵敤桴獩猠扵栭慥䠠睯癥牥潦桴異灲獯景瀠祡敭瑮湯祬琠敨愠瑣慵牡慥漠瑳畲瑣牵污朠慬楺杮⠠湩汣摵湩楷瑤景朠潲癯獥⤠漠桴硥整湲污映捡桳污敢洠慥畳敲湩猠浱灵琠睴敤楣慭汰捡獥潎整ⴺ⸲吠敨映汯潬楷杮瀠牥潦浲湡散琠獥⁴牡潴戠潣摮捵整湯猠牴捵畴慲汧穡湩祳瑳浥椠牡慥漠瑳畲瑣牵污朠慬楺杮攠捸敥獤㈠〵‰煓牦浯琠敨挠牥楴楦摥氠扡牯瑡牯敩捡牣摥瑩瑡摥戠⁹䅎䱂丨瑡潩慮捁牣摥瑩瑡潩潂牡潦敔瑳湩湡慃楬牢瑡潩慌潢慲潴楲獥Ⱙ䐠灥牡浴湥⁴景匠楣湥散☠吠捥湨汯杯敩ⱳ䤠摮慩潃瑳漠整瑳湩獩瀠祡扡敬猠灥牡瑡汥吠敨丠呉愠灰潲楶杮愠瑵潨楲祴眠汩敤楣敤琠敨渠捥獥楳祴漠整瑳湩湯琠敨戠獡獩漠潣瑳漠桴潷歲潣瑳漠桴整瑳愠摮椠灭牯慴据景琠敨眠牯倠牥潦浲湡散吠獥楴杮漠瑓畲瑣牵污朠慬楺杮猠獹整敔瑳潴戠潣摮捵整湩琠敨丠䱂䌠牥楴楦摥氠扡牯瑡牯敩⸱倠牥潦浲湡散䰠扡牯瑡牯⁹敔瑳映牯䄠物䰠慥慫敧吠獥⁴〵慰琠‿〳瀰⥡☠⠠㔫瀰潴⬠〳瀰⥡愠数十䵔䔠㈭㌸〭‴整瑳湩敭桴摯映牯愠爠湡敧漠整瑳湩楬業⁴‱潴㈠〰洠桖㽲㈠瑓瑡捩圠瑡牥倠湥瑥慲楴湯吠獥⠠〵慰琠㔱〰慰 獡瀠牥䄠呓䕍㌳ⴱ㤰琠獥楴杮洠瑥潨潦慲杮灵琠〲〰洠‿⸳䐠湹浡捩圠瑡牥倠湥瑥慲楴湯⠠〵慰琠㔱〰慰 獡瀠牥䄠䵁⁁〵⸱〭‵整瑳湩敭桴摯映牯愠爠湡敧甠瑰〲〰洠㽬㐠瑓畲瑣牵污倠牥潦浲湡散䐠晥敬瑣潩湡敤潦浲瑡潩祢猠慴楴楡牰獥畳敲琠獥⁴ㄨ㔮琠浩獥搠獥湩楷摮瀠敲獳牵楷桴畯⁴湡⁹慦汩牵⥥愠数十䵔ⵅ㌳ⴰ〱琠獥楴杮洠瑥潨潦慲杮灵潴㔠‰浭‿⸵匠楥浳捩䴠癯浥湥⁴敔瑳⠠灵潴㌠‰浭 獡瀠牥䄠䵁⁁〵⸱ⴴ㤰琠獥楴杮洠瑥潨潦畑污瑩瑡癩整瑳‿敔瑳潴戠潣摮捵整湯猠瑩⸶传獮瑩敔瑳映牯圠瑡牥䰠慥慫敧映牯愠瀠敲獳牵慲杮〵欠慰琠㐲‰火㌨瀵楳 灵潴㈠〰洰㽬 灁数摮硩䈠䌠湯牣瑥潷歲‹潎驳㈱㠮ㄮ䌮ㄮ债慬湩刯楥普牯散敃敭瑮䌠湯牣瑥湩传数潆湵慤楴湯挠浯汰瑥獡瀠牥䐠慲楷杮愠摮吠捥湨捩污匠数楣楦慣楴湯删䍃䜠慲敤䴠〲ⴠ唠楳杮䌠湯牣瑥楍數⸲〴区灵汰ⱹ䘠瑩楴杮愠摮倠慬楣杮甠挠慯整奈䑓戠牡删楥普牯散敭瑮椠潆湵慤楴湯挠浯汰瑥獡瀠牥䐠慲楷杮愠摮吠捥湨捩污匠数楣楦慣楴湯ɳ呍ň㔀⸵㌲区灵汰楹杮愠摮氠祡湩湩整汲捯楫杮琠汩〸浭漠敮牡獥⁴楳敺琠楨正敮獳業楮畭瑳敲杮桴䴠〳椠据畬楤杮瀠潲楶楤杮愠氠祡牥漠洶条牧来瑡潦挵桴捩湫獥ⱳ琠敨慬楹杮椠瑮牥潬正挠扯汢獥椠楬敮湡敬敶獬愠数桴楤敲瑣潩獮漠桴敤慰瑲敭瑮污漠晦捩牥瑡猠瑩湩汣獵癩景愠汬挠獯⁴…潣癮祥湡散挠慨杲獥攠捴潣灭敬整騮䑏㜱〴㌷㈯㈰ⴵ〲㘲区灵汰⁹湡楦楸杮挠浯異整楲敳畣瑴湩敌瑴牥湩楷桴瘠湩汹猠楴正牥⠠獁瀠牥匠数㌱㜮⤱䐠瑥楡獬漠潣瑳映牯ㄠ〰氠瑥整獲漠㔱挠敨杩瑨瀀牥䰠瑥整数浣栠楥桧孴䑏㜱〴㐷㈯㈰ⴵ〲㘲䔺杮慲楶杮氠瑥整獲椠慨摲猠潴敮䐠瑥楡獬漠潣瑳映牯㘠氠瑥整獲㠠浣栠楥桧䑏㜱〴㘷㈯㈰ⴵ〲㘲债潲摶湩湡楆楸杮㈠挰楷敤倠䍖戠慲正瑥畇瑴牥眠瑩噐⁃牢捡敫獴漠〲㍸洠楳敺戠汯獴愠摮渠瑵湡慷桳牥獥攠捴椠据畬楤杮渠捥獥敳祲映硩畴敲映牯洠歡湩敮散獳牥⁹潣湮捥楴湯眠瑩慲湩眠瑡牥瀠灩潣灭敬整Ԡ敭牴㥥䑏㜱〴㜷㈯㈰ⴵ〲㘲䐺楡祬氠扡畯潦湅慧楧杮瀠瑥祴眠牯獫Ƞ潮o伀ㅄ㐷㜰⼵〲㔲㈭㈰㨶硅慣慶潴潦楳整挠敬湡湩湡敲潭敶景樠湵汧敬敶汬湩湡慷瑳敲潭敶牦浯琠敨猠瑩栀畯굲㈱㠮ㄮ䌮债慬湩刯楥普牯散敃敭瑮䌠湯牣瑥湩传数潆湵慤楴湯挠浯汰瑥獡瀠牥䐠慲楷杮愠摮吠捥湨捩污匠数楣楦慣楴湯删䍃䜠慲敤䴠〲ⴠ唠楳杮䌠湯牣瑥楍數在瑩潨瑵映牯睭牯⥫†䄠灰湥楤⁸⁃㤭†低⁓汁楬摥眠牯獫°㔀㤮㈮䌺湥整楲杮愠摮猠畨瑴牥湩湩汣摵湩瑳畲瑴湩Ⱨ攠捴湡敲潭慶景映牯潦㩲慗汬愨祮琠楨正敮獳 湩汣摵湩瑡慴档摥瀠汩獡整獲畢瑴牥獥敳ⱳ瀠楬瑮湡瑳楲杮挠畯獲獥攠捴⸲㔲䘺汩楬杮愠慶汩扡敬攠捸癡瑡摥攠牡桴⠠硥汣摵湩潲正 湩琠敲据敨ⱳ瀠楬瑮ⱨ猠摩獥漠潦湵慤楴湯攠捴湩氠祡牥潮⁴硥散摥湩〲挠湩搠灥桴潣獮汯摩瑡湩慥档搠灥獯瑩摥氠祡牥戠⁹慲浭湩湡慷整楲杮敬摡甠⁰潴㔠‰湡楬瑦甠⁰潴ㄠ㔮洠䀮㌱ㄮㄮㄺ′浭挠浥湥⁴汰獡整景洠硩ㄺ㐺⠠ㄠ挠浥湥⁴›‴楦敮猠湡⥤Ǝ⸶㠶债潲楶楤杮愠摮氠祡湩〶洠桴捩慦瑣牯⁹慭敤挠浥湥⁴潣据敲整椠瑮牥潬正湩慰敶汢捯景䴠ⴠ㌠‰牧摡慭敤戠⁹汢捯慭楫杮洠捡楨敮眠瑩瑳潲杮瘠扩慲潴祲挠浯慰瑣潩Ɱ漠灡牰癯摥猠穩ⱥ搠獥杩…桳灡ⱥ氠楡湩爠煥極敲潣潬牵愠摮瀠瑡整湲漠敶湡湩汣摵湩〵洠桴捩潣灭捡整敢景挠慯獲慳摮楦汬湩桴潪湩獴眠瑩楦敮猠湡瑥愠汬挠浯汰瑥獡瀠牥琠敨搠物捥楴湯漠湅楧敮牥椭档牡敧䠮䑏㜱〴
Work Name:LAC-ADS--Construction of Bus Shelters-at various places in Main Central Road (PWD Road) Ezhukone Section under Kottarakkara LAC-1) Pinattinmoodu Junction (Neduvathoor GP) 2) Ambalappuram Junction (Kottarakkara Muncipality) 3) Nedumonkavu Junction (Kareepra GP) 4) Nedumonkavu Kombanmukku Junction (Kareepra GP) 5) Vakkanadu School Junction (Kareepra GP) 6) Kareepra Factory Junction (Kareepra GP) 7) Veliyam Junction (Veliyam GP) 8) Odanavattom - Ambalathumkala Junction ( Veliyam GP ) 9) Odanavattom-Ashanmukku Junction ( Veliyam GP ) 10) Kudavattor-Chamavilamukku Junction ( Veliyam GP )-General Civil Work
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