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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC BHAGATPUR SHIVPUR VARANASI | VARANASI | UTTAR PRADESH | 221001 | ₹1.9 Cr Quoted ₹1.6 Cr | L1 | Accepted-AOC due to lowest rate |
| 2 | L2₹1.6 CrRejected-Finance 0 BHUJAULI SISWA BAZAR MAHARAJGANJ MAHARAJGANJ UTTAR PRADESH 273163 | MAHARAJGANJ | UTTAR PRADESH | 273163 | ₹1.6 Cr | L2 | Rejected-Finance due to high rate |
| 3 | Rejected-Technical BHARSATHI VARANASI UTTAR PRADESH | MUZAFFARNAGAR | UTTAR PRADESH | 247771 | - | - | Rejected-Technical ITB CLAUSE 4.4-B(b)-(i), PROVIDED IN PARA 4.2(d) |
| 4 | Rejected-Technical 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | - | - | Rejected-Technical ITB CLAUSE 4.4-B(b)-(i), PROVIDED IN PARA 4.2(d) |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
27 Nov 2025, 12:00 pmClosed
SE RED VARANASI
PANDEYPUR VARANASI
Ward No.14 Ganeshpur antargat ganpati nishan/datson car agency ke purab ki road jisme lagbhag 200 metre road banwasi chatravas shesh lagbagh 500 metre se 700 metre ki road banwasi chatravas se dandrasen singh ke ghar se hote hue Shree Babu Jaiswal ke
2025_REDUP_1092140_1
1044/RED/2025-26/12-11-2025
Open Tender
Civil Works
180 days
VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.5 L
12 Mar 2026
19 Nov 2025
27 Nov 2025
19 Nov 2025
27 Nov 2025
19 Nov 2025
Dismantling cement concrete or brick or granolithic floor including base concretesurface includind sdisposalof all scrapped material for a distance of within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-697 i/c
Earth work construction of embankment filling with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 Sr. no 3.4 MORD 301.5
Earthwork in Excavation of foundation in ordinary soil including lift upto 1.50 m and lead upto 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per SI No.251
Cement concrente with cement, approved coarse sand and 40 mm brick ballast, in propotion 1:6:12 including supply of all material, labour, T&P etc required for proper completion of work as per SI NO .273
Class -150 Sub class' A' brick work in 1:4 with cement and approved coarse sand. mortor in foundation and upto plinth including supply of all materials, labour and T&P etc compelte as per SI NO .305 B
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Grading-1 Material)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 405. By Manual Means
Providing and applying primer coat with bitumen emulsion (SS1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg per sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat withEmulsion (RS1) using distributor at the rate of 0.275 kg per sqm on the prepared granular surface Treted with Primar cleaned with Hydraulic broom as per Technical Specification Clause 503.(iii)
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, by manual MORd specific. 508
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 ( By Machenical Mean )
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Grading-1 Material)
Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 405. By Manual Means
Providing and Laying of Rubber moulded (Red colour ) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504.
Providing and Laying of Rubber moulded (Grey colour) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504.
Cement concrete with 20 mm. Gauage approved stone ballast, approve coarse sand and cement in the porportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I. No-279 (b)
12mm thick plaster in wall in/out side in 1: 4 in cement coars/sand mortar work SI 584a
Providing and laying of NP3 class 350mm RCC pipe with collars joint with 1:2 cement and fine sand mortar including testing of joint. as per as per SOR
Construction of pre cast KC Drain with pre cast CC block size 325x300x125mm laid in flat position (size 325x400x120mm) curve stone (325mm in length )and i/c the cast of base conc 7.5cm thick in 1:6:12 cement sand and 40mm b/ballast i/c all etc complete.
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms.per sqm.area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35-2015 Finished surface to be level uniform and free from streaks and hole same as per MoRT&H spece- 803.(8.13) lko
Painting and Varnishing on Iron work in small areas or new wood/Steel work with one coat of ready mixed priming paint and one coat of approved superior quality ready mixedaint of clear synthetic varnish including supply of all materials, labour and T&P etc . Requared for proper completion of the work. SI No. 641+642
Reflective raised Pavement Markes (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with made of plastic body of RPM/Road stud shall be moulded from ASA (Acrylic styrene Acrylonitrite) of HIPS (High-Impact Polystyrene) or ABS .the marker shall support a load of 13625 kg tested in accordance with ASTM D4280. the reflective panels shall consist reflection of the light entering the lens face.the markers height shall not be less than 10mm and shall not exceed 20mm & width shall not exceed 130mm the base of the marker shall be flat within 1.3mm al road studs shall be legobly marked with name .the contractor shall submit a two year warranty of satisfactory field performance including stipulated retro reflectance of the reflecting pane to stipulated standards, the contractor would be required to replace all such markers withing 15 day of the intimation from the Engineer, at his own cost. the rate shall include all materials labour, T&P, tranportation installation and incidentals all complete ae per direction of the Engineer-in-Charge.
Supply and fixing of FSRC precost Rcc Medium duty man hole cover with fram of size(600x600x75mm) rate aproved by SE RED VNS
Supply and fixing of FSRC precost Rcc Medium duty man hole cover with fram of size(300x300x50mm) rate aproved by SE RED VNS
Supply and fixing of PVC pipe 110 mm dia ISI mark for drainage SI no.23(31) SOR 2020 p.no. 10
Supply and informatory M.S. sign Board size 1.2x0.90meter made of 18mm gauge M.S sheet fic ISA 40x40x6mm from support in back side by 40x5mm flat iron on all four side along with to vertical post of 2.90mtr Diagonal bracing of size 40x5mm flat iron electrically welded and painted with one coat red oxide primer and 2coat superier quality enamel paint with lettering work of required specified information also L/c fixing in trech both side C.C 1:2:4 size 0.45x0.45x0.50m Required for proper complation of work reference specification S.I No. 502
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