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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.1 CrAccepted-AOC | ₹2.1 Cr | 1 | Accepted-AOC Lowest rate quoted by M/s Pushpendra Kumar Gupta Buduan from the Tender Boq rate |
| 2 | 2₹2.1 CrRejected-Finance | ₹2.1 Cr | 2 | Rejected-Finance High rate quoted by the bidder instead of Ist Lowest bidder |
| 3 | Rejected-Technical D 8 PWD COLONY BAREILLY 243001 | BAREILLY | BAREILLY | UTTAR PRADESH | 243001 | - | - | Rejected-Technical NON RESPONSIVE AT PRAHARI |
Tender Value
₹2.3 Cr
EMD Value
₹13.8 L
Closing Date
13 Jan 2026, 12:00 pmClosed
Superintending Engineer BDN-PBT Circle PWD Bly
O/o Superintending Engineer BDN-PBT Circle Bareilly
Construction Work of Late Shri Kalyan Singh Babu ji Chowk at Mujariya intersection and road Safety related work in buduan District
2025_CEBLY_1090895_2
7841(2)/7Nivida(CD)ET-08/25-26 dT 27-10-2025
Open Tender
Civil Works
180 days
Budaun
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹13.8 L
Yes
Bareilly
16 Mar 2026
6 Jan 2026
13 Jan 2026
6 Jan 2026
13 Jan 2026
6 Jan 2026
8 Jan 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: Superintending Engineer Budaun-Pilibhit Circle PWD Bareilly
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Contract No: - 7841(2) /Nivida(CD)(E.T.)/2025-26 Dt. 27-10-2025
Sl. No. Item Description (Excluding G.S.T.) Item Code / Make Quantity Units Estimated Rate UNIT Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words
1 Excavation for roadwork in soil with hydraulic excavator 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 Cum Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos
2 Construction of granular sub-base Grading 1 by providing close graded Material Lalkuan Quarry, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, as per section 400 of MORTH specifications complete in all respects Cum Excess(+) Full Conversion INR INR Seventeen Lakh Eighty Four Thousand Two Hundred Only
3 Providing, laying, spreading and compacting graded stone aggregate Lalkuan Quarry 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification Clause 406 (4.14). Cum Excess(+) Full Conversion INR INR Fourteen Lakh Thirty Five Thousand Eight Hundred & Fifty Only
4 Providing and applying primer coat with SS2 grade emulsion (HINCOL) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORTH Specification Clause 502 (5.1) Sqm Excess(+) Full Conversion INR INR Fifty Six Thousand Eight Hundred & Forty Eight Only
5 Providing and laying dense graded bituminous macadam Grading 1 with 80 - 100 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 (IOC/HPCL) @ 4.0 per cent, mini., 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 and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification section 500 complete in all respects. Cum Excess(+) Full Conversion INR INR Twelve Lakh Sixty Six Thousand Seven Hundred Only
6 Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MORTH Specifications section 500 / relevant IRC codes complete in all respects. Sqm Excess(+) Full Conversion INR INR One Lakh Twenty Five Thousand Eight Hundred & Nine and Paise Sixty Only
7 Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 (IOC/HPCL) @ 5.4 per cent, mini., of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications 500 complete in all respects. Cum Excess(+) Full Conversion INR INR Fifty One Lakh Sixty Three Thousand Five Hundred Only
8 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 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects. Cum Excess(+) Full Conversion INR INR Seventy One Thousand &Forty Only
9 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. Cum Excess(+) Full Conversion INR INR Thirty Eight Thousand Eight Hundred & Eighty Only
10 PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 Cum Excess(+) Full Conversion INR INR Five Lakh Thirty Six Thousand Four Hundred Only
11 RCC Grade M25 Using Batching Plant transit mixer & concrete pump as per MORTH specifications 1500, 1700 & 2100 SI.No. 12.8 Cum Excess(+) Full Conversion INR INR Thirty One Lakh Eighty Eight Thousand One Hundred & Sixty Only
12 Supplying, Fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORT&H Specificatin 1600, 2200 SI. No. 13.6 M.T. Excess(+) Full Conversion INR INR Twenty One Lakh Fifty One Thousand Six Hundred & Sixty Only
13 For median RCC Grade M25 Using Batching Plant transit mixer & concrete pump as per MORTH specifications 1500, 1700 & 2100 SI.No. 12.8 Cum Excess(+) Full Conversion INR INR Five Lakh Ten Thousand Only
14 Supplying, Fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORT&H Specificatin 1600, 2200 SI. No. 13.6 Qtl Excess(+) Full Conversion INR INR Three Lakh Thirty Eight Thousand Four Hundred Only
15 Painting first coat over priming coat(but including cost of priming coat) on wood or steel snd other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and includjng cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all materials ,labour ,T&P etc required for the proper complrtion of the work Sqm Excess(+) Full Conversion INR INR Twenty One Thousand Six Hundred Only
16 Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 Cum Excess(+) Full Conversion INR INR Sixteen Lakh Eighty Thousand Only
17 Construction of granular sub-base Grading 1 by providing close graded Material Lalkuan Quarry, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, as per section 400 of MORTH specifications complete in all respects. Cum Excess(+) Full Conversion INR INR Thirteen Lakh Seventy Two Thousand Eight Hundred Only
18 Providing and laying of factory made 80 mm thick rubber moulded Interlocking cement concrete tiles (300mpa) including 25 mm thick compacted bed of fine sand comacting and proper embedding@ laying of interlocking tiles, laveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material,labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. (s.I. No0 New Item -1) Ch. 20 Cum Excess(+) Full Conversion INR INR Fourteen Lakh Forty Thousand Only
19 Supply and laying of 100 mm dia PVC Pipe. Ch-1, SI.No. 23 R.M. Excess(+) Full Conversion INR INR One Lakh Eighty Two Thousand Two Hundred & Fifty Only
Total in Figures INR Two Crore Fourteen Lakh Fourteen Thousand Seven Hundred & Seven and Paise Sixty Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos
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