Tender For Widening And Strengthening Of Etawah-Mainpuri (Nh-83) To Vicharpura (Nh-19)-Via Kendriya Vidyalaya In Barpura Block, District Etawah
Tender Value
5.55 Crore
Estimated cost
Bid Submission
22 Oct 2026
5 days left
EMD
11.10 Lakhs
Bank guarantee accepted
Document Fee
2715
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Etawah → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening Of Etawah-Mainpuri (Nh-83) To Vicharpura (Nh-19)-Via Kendriya Vidyalaya In Barpura Block, District Etawah
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadwork/Foundation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads up to 10.00 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 3 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 400-2. |
| 4 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with 4% portland cement with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, laying in uniform single layer with paver as cemented base on sub-base/subgrade (modified soil) and compacting with the road roller to achieve unconfined compressive strength as specified by Engineer-In-Charge. |
| 5 | 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. |
| 6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 7 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 8 | Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder CRMB-55 @ 5.4% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with mechanical control to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 509 complete all respects. |
| 9 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 10 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 11 | Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 12 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-25) |
| 13 | Mild Stel or iron in plain work such as feinforced concrete or reinforcement brick work (when not included in an over all rates) wrought to required shape as necessary including benefit for proper completion of the work and including supply of all steel and wastage and over lapping and hooks. S.I. 504. |
| 14 | Supply and fixing of 1000mm dia NP3 Hume pipe. |
| 15 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications |
| 16 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications |
| 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-15) |
| 18 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 19 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25) |
| 20 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC-M 20) |
| 21 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (For wings walls) |
| 22 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Specification 15.4 & Clause 2504. |
| 23 | Providing and 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 and free from streaks and holes. As per S.O.R. 1 Ch. Trafic Sign. |
| 24 | Supply of pavment maker (Cat Eye) type X-ASTMD-4956-04 Avery Demison/3-M(USA Make) consisting of ASA plastic housing fitted with tightly adhernet polshing compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light. I/C all tax. |
| 25 | Provding & Laying of hot applied thermoplastic compound 5 mm thick including relectorising glass beads @ 500 gms per sqm ares. Thickness of 5mm is exclusive of surface applied glass beads as per IRC : 35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 26 | Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity greade sheeting wide clause 801.3 friced over aluminium sheeting Type-IV 1.5mm thick supprorted on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67-2012 & proof of the same in form of government report shall be uploaded while quoting tender. (Ch. 26 SI. No. 17) |
| 28 | Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024Maintainance of First Year (@ 0.00 % of Total Work Amount 1 to 29) |
| 29 | Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024Maintainance of Second Year (@ 0.25 % of Total Work Amount 1 to 29) |
| 30 | Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024Maintainance of Third Year (@ 0.50 % of Total Work Amount 1 to 29) |
| 31 | Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024Maintainance of Fourth Year (@ 0.75 % of Total Work Amount 1 to 29) |
| 32 | Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024Maintainance of Fifth Year (@ 1.00 % of Total Work Amount 1 to 29) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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