Tender for Tender for Work No. 1: Purification Work Of The Main Road From Gate No. 1 To Gate No. 2 Of Transport Nagar Yojana.
Tender Value
3.62 Crore
Estimated cost
Bid Submission
13 Jul 2026
4 days left
EMD
7.25 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BKDA → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work No. 1: Purification Work Of The Main Road From Gate No. 1 To Gate No. 2 Of Transport Nagar Yojana.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Jul-2026 | Technical | Other | 13-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. MORT&H Specification 401 Sr No 4.1 (By Mix in Place Method Close Graded) (Analysed Rate) |
| 2 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MORT&H Specification 406 Sr No 4.14 (Analysed Rate) |
| 3 | Providing & applying tack coat with VG-10 bitumen using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MORT&H Specification 503. (Analysed Rate) |
| 4 | Providing & laying dense graded bituminous macadam Grading 2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade,level & alignment,rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects. (Analysed Rate) |
| 5 | Providing & applying tack coat with VG-10 bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.MORT&H Specification 503.Including cost of all material,labour,T&P,& all taxes complete (Analysed Rate) |
| 6 | Providing & laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 5.4 % of mix & filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade,level, alignment,rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (Analysed Rate) |
| 7 | Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level,uniform & free from streaks & holes but Including cost of, all material labour, T&P,Royality all taxes & labour cess complete. UPPWD SOR-2025, CH-06, S.I. No. MORTH 803(8.13) ) |
| 8 | Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (With Shank) SOR-2025, CH-06, S.I. No. MORTH 804(8.35) ) |
| 9 | Supply & Fixing of M S Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can beconcealed with thermoplastic body. The posts shall have Ian ellipsoidal or circular design with the height of the pole shall be 800 to 900 mmabove the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steeI Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtainI clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance,specular gloss and fungus resistance,3 years out door weathering and its having passed these tests shall be obtained from International /Government Laboratory /Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation & incidentals all complete as per direction of the Engineer-in-Charge. UPPWD SOR-2025, CH-06, S.I. No. MORTH 805(8.15) ) |
| 10 | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. DSR 2025 [2.28] |
| 11 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR 2025 [16.83] |
| 12 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost) DSR 2025 [16.84] |
| 13 | Supply and Laying of I Shaped Grey Colour Interlocking tiles Rubber moulded 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg per No. specifications conforming to IS: 15658-2006 including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour,T&P etc complete But excluding cost of Tileas directed by Engineer in charge. (Analysed Rate) |
| 14 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DSR 2025 [13.62.1] |
| 15 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. |
| 16 | Retro-reflectorised Traffic sign as per IRC-67-2012 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signasper IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing.The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retroreflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance,speculargloss and fungusresistance, 3years out door weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer /Client, if so desires,could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three year sout door weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH specificationNo 801.3.7 . P xi) i) 90 cm equllateral triangle with diffini tation plate size (20cm x 60cm) PWD SOR-2025 Ch-6, SI No- MORTH 801 (8.4)] |
| 17 | Retro-reflectorised Traffic sign as per IRC-67-2012 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing.The Retroreflective sheeting shall be tested for a certificateof having the sheeting tested for coefficient of retroreflection, day time colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specularg loss and fungus resistance, 3years out door weathering and its having passed these tests shall be obtained from International/Government Laboratory/ In stitute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in Indiacan be accepted provisionally. In such a situation, the Employer /Client, if so desires,could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three year sout door weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH specification No 801.3.7 . P xi) SOR 2025 [ MORTH 801 (8.4)] iv) 80 cm x 60 mm rectangular with diffinitation plate (20cm x 60cm) |
| 18 | Finishing wall with weather coat by premium acrylic exterior paint applied @ 1.67 Itr/10 sqm (Asian or Berger Brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surtace free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for completion of the work. (sor 15.23 new item)2022 proper |
| 19 | Providing wall putty on old surface with approved quality material of berger/J.K. /Birla or similar make 2 coats new item[15.27]2022 |
| 20 | Providing and fixing Ist quality commic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved male, in all colours, shades except burgundy, bottle green black of any size as approved by Engineerin-Charge in skikting risers of steps and dados, over 12 mm lick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sam, including pointing in white cement mixed with pigment of matching shade complete (DSR-2025, 8 31] |
| 21 | First class Brick Work in 1:4 cement & Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. UPPWD SOR-2022 S.I No-305a |
| 22 | 12 mm thick plaster with cement and Coarse sand in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work.. UPPWD SOR-2022, CH-13 S.I. No. New Item ) |
| 23 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.. UPPWD SOR-2022 S.I No-279a |
| 24 | R.C.C. work with Cement approved coarse sand and 2 cm.(3/4\\") gauge approved stoneballast in the proportions of 1:1.5:3 in Slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W. G.G.I., binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work. Excluding cost of Binding wire. UPPWD SOR-2022, CH-5, S.I. No. New Item ) |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (D.S.R-5.22.6/2023) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 13, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender