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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.3 LAccepted-AOC A 238 AWAS VIKAS COLONY CIVIL LINE BADAUN | BADAUN | BADAUN | UTTAR PRADESH | ₹39.3 L | 1 | Accepted-AOC Lowest rate quoted by M/s Disnesh kumar Sing Avas vikas colony Buddaun from the Tender BOQ rate |
| 2 | 2₹41.9 LRejected-Finance | ₹41.9 L | 2 | Rejected-Finance High rate quoted by the bidder instead of the Ist Lowest bidder |
| 3 | 3₹42.0 LRejected-Finance AHROLA NAWAGI JUNAWAI GUNNAUR DISTT SAMBHAL | GUNNAUR | SAMBHAL | ₹42.0 L | 3 | Rejected-Finance High rate quoted by the bidder instead of the Ist Lowest bidder |
Tender Value
₹46.5 L
EMD Value
₹4.3 L
Closing Date
29 Jan 2026, 12:00 pmClosed
O/o Superintending Engineer BDN-PBT Cicrcle PWD Bl
O/o Superintending Engineer BDN-PBT Cicrcle PWD Bly
Costruction of Culvert and Correction of Black Spot Madanjudi Hatsa at Moradabad Farrukhabad Road SH-43
2025_CEBLY_1090888_3
7841(1)/7Nivida(CD)ET-08/25-26 dT 27-10-2025
Open Tender
Civil Works
60 days
Budaun
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹4.3 L
Yes
Bareilly
23 Feb 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
23 Jan 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: Superintending Engineer Budaun-Pilibhit Circle PWD Bareilly
Name of Work:- eqjknkckn Q:Z[kkckn ekxZ ¼jkT; ekxZ la0&43½ ij enutqM+h gRlk iqfy;k CySd LikWV dk lq/kkj dk;
Contract No: - 7841(1)/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 in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (S.I. No.251) Cum Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos
2 Sand Filling in foundation trenches as per drawings and technical specification Clauses 304 Cum Excess(+) Full Conversion INR INR Twelve Thousand Nine Hundred & Sixty Only
3 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 Cum Excess(+) Full Conversion INR INR Two Lakh Eighty Six Thousand Two Hundred & Seventy Two Only
4 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M20 Cum Excess(+) Full Conversion INR INR Eight Lakh Fifty Four Thousand Eight Hundred & Eighty Only
5 RCC Grade M25 using batching plant transit mixer & Concrete pump Cum Excess(+) Full Conversion INR INR Two Lakh Sixty Four Thousand Six Hundred Only
6 Providing and laying cement concrete wearing course M-30 grade excluding reinforcement complete as per drawing and technical specification clause 800 and 1206.3 Cum Excess(+) Full Conversion INR INR Sixty Thousand &Sixty Only
7 Supplying, Fitting and Placing un- coated HYSD bar Rainforced cement in Foundation complete as per Drawing and Technical Specification. Qtl. Excess(+) Full Conversion INR INR Eight Lakh Six Thousand Two Hundred & Fifty Only
8 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Cum Excess(+) Full Conversion INR INR One Lakh Twenty Two Thousand Four Hundred Only
9 Providing and laying boulder Apron ion River bed for proction against scour with stone boluder not weighing less than 40 kg compulete as per drawing and technical specifications (MORTH&H Specification no. 2503) Cum Excess(+) Full Conversion INR INR Seventy Four Thousand Eight Hundred & Sixty Three Only
10 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 Cum Excess(+) Full Conversion INR
11 Brick on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm. 3/8" depth of local sand over the subgrade & including supply of all materials.(S.I. No. 763) sqm. Excess(+) Full Conversion INR INR One Lakh Forty Four Thousand Three Hundred & Seventy Five Only
12 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 Cum Excess(+) Full Conversion INR INR Forty One Thousand One Hundred & Sixty Eight Only
13 Construction of granular sub-base by providing coarse graded Material , spreading in uniform layers with motor grador on prepared surface mixing by mix in place method with fornt and loader at OMC and compacting with vibratory roller to achieve the desired density, for proper completion of the work as per MORT&H specifications clause 4.01 (401B) Cum Excess(+) Full Conversion INR INR One Lakh Sixty Thousand Six Hundred Only
14 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 garader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. for proper completion of the work as per MORT & H specifications Sr No. 4.14 (406 (B)). Cum Excess(+) Full Conversion INR INR Two Lakh Nine Thousand Two Hundred & Fifty Only
15 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP usingh crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 5.04 (505A) complete in all respects. Cum Excess(+) Full Conversion INR INR Two Lakh Thirty One Thousand Seven Hundred & Fifty Only
16 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent 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 specification clause No 5.05. (507 A) complete in all respects. Cum Excess(+) Full Conversion INR INR One Lakh Three Thousand Five Hundred Only
17 Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. Cum Excess(+) Full Conversion INR INR Seven Thousand &Eighty Four Only
18 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. Cum Excess(+) Full Conversion INR INR Two Lakh Three Thousand One Hundred & Ninety Only
19 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, MORD Specific - ations 405.2 Cum Excess(+) Full Conversion INR INR One Lakh Sixty One Thousand Three Hundred & Four Only
20 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, a MORD Specific - ations 405.3 Cum Excess(+) Full Conversion INR INR One Lakh Sixty Eight Thousand Six Hundred & Thirty Six Only
21 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. As per technical Specification. Cum Excess(+) Full Conversion INR INR Fourteen Thousand Six Hundred & Sixty Four Only
22 Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm Excess(+) Full Conversion INR INR Seven Thousand Eight Hundred & Twenty and Paise Eighty Only
23 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508) Sqm Excess(+) Full Conversion INR INR Eighty Three Thousand &Ninety Six Only
24 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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. Sqm Excess(+) Full Conversion INR INR Thirty One Thousand Seven Hundred & Seventy Two Only
25 Bituminous Concrete- Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 specification clause No. 509 complete in all respects Cum Excess(+) Full Conversion INR INR Three Thousand Two Hundred & Thirty Four and Paise Thirty Eight Only
Total in Figures INR Forty Two Lakh Thirteen Thousand Nine Hundred & Seventy Seven and Paise Eighteen Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos
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