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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 LAccepted-AOC | ₹27.8 L | L1 | Accepted-AOC M/S SMT. VIJAY SINGH THEKEDAR |
| 2 | L2₹28.2 LRejected-Finance | ₹28.2 L | L2 | Rejected-Finance 2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive Prahai |
Tender Value
₹28.5 L
EMD Value
₹2.9 L
Closing Date
27 Jan 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer, CD-2, PWD, Budaun.
Repair Work of Bridge and Approach Road on Soat River Near Barni Ghat Road in financial Year 2025-26
2026_CEBLY_1107601_1
71(1)/Nivida(E.T)/2026 Date 12.01.2026
Open Tender
Civil Works - Bridges
60 days
CD-2 PWD Budaun
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
₹2.9 L
Yes
Budaun
26 Mar 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
21 Jan 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: Executive Engineer, CD-2, PWD, Budaun.
Name of Work: Repair Work of Bridge and Approach Road on Soat River Near Barni Ghat Road in financial Year 2025-26.
Contract No: - 71(1)/ Nivida(E-T.)/ 2025 Date :12.01.2026
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 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Earth upto 2 Km) cum Excess(+) Full Conversion INR
2 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 One Lakh Thirty Five Thousand Three Hundred Only
3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405) cum Excess(+) Full Conversion INR INR Ninety Seven Thousand Five Hundred Only
4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405) cum Excess(+) Full Conversion INR
5 Providing and applying primer coat with Bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502. Sqm Excess(+) Full Conversion INR INR Nine Thousand Two Hundred & Seventy Five Only
6 Providing and applying tack coat with Bitumen VG-10 distributor at the rate of 0.30 kg per sqm on the prepared granular /Bituminus surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm Excess(+) Full Conversion INR INR Three Thousand Seven Hundred & Ten Only
7 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 as per Technical Specification Clause 508) Sqm Excess(+) Full Conversion INR INR Forty Nine Thousand &Twenty Five Only
8 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. Sqm Excess(+) Full Conversion INR INR Eighteen Thousand Five Hundred & Fifty Only
9 Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification. cum Excess(+) Full Conversion INR INR Three Lakh Forty Four Thousand Only
10 Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification cum Excess(+) Full Conversion INR INR Nine Lakh Sixty Eight Thousand Only
11 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Sqm Excess(+) Full Conversion INR INR Fifty Three Thousand Three Hundred & Fifty Only
12 Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling jionts with sand earth, spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheel road roller 80-100 kn as per Technical Specification Clause 412 Si No 762 (B) cum Excess(+) Full Conversion INR INR One Lakh Nineteen Thousand &Forty Only
13 Earth work in Excavation for structure as per drawing and technical specification Clause 305.1 including seting out, construction of shoring and bracing, removal of stumps and other deleterious materail and dispoal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. cum Excess(+) Full Conversion INR INR Nine Thousand Four Hundred & Sixty Only
14 Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specification Clause 802,803,1202,1203. cum Excess(+) Full Conversion INR INR One Lakh Sixty Five Thousand Six Hundred Only
15 Brick masonary work in cement mortar (1:3 cement coarse sand) in foundation complete excluding pointing and plastring as per drawing and technical specifications Clause 600,1202,1203. cum Excess(+) Full Conversion INR INR Three Lakh Thirty Nine Thousand Two Hundred Only
16 Plastring with cement mortar (1:3) 15 mm thick on brickwork in substructure as per technical specification clauses 613.4,1204 Sqm Excess(+) Full Conversion INR INR Fifty Two Thousand Only
17 PCC Grade M 20 using batching plant & manual placing. cum Excess(+) Full Conversion INR INR Forty Six Thousand Nine Hundred & Seventy Only
Total in Figures INR Twenty Eight Lakh Sixteen Thousand Three Hundred & Five Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos
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