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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAccepted-AOC | ₹6.6 Cr | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 65940593.50 by the Employer. |
| 2 | L2₹6.6 CrRejected-Finance | ₹6.6 Cr | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹6.9 CrRejected-Finance SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | ₹6.9 Cr | L3 | Rejected-Finance Due to L3 Rate |
| 4 | L4₹7.4 CrRejected-Finance | ₹7.4 Cr | L4 | Rejected-Finance Due to L4 Rate |
| 5 | L5₹7.6 CrRejected-Finance | ₹7.6 Cr | L5 | Rejected-Finance Due to L5 Rate |
Tender Value
₹10.0 Cr
EMD Value
₹20 L
Closing Date
26 Dec 2025, 12:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Widening and Strengthening of Khairabad Bypass ODR link road Distt- Sitapur. Length 6.00 Km
2025_CEUCZ_1099784_1
6497/352C/E.TENDER/STP-LMP/25 Dt. 02.12.2025
Open Tender
Civil Works - Roads
365 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹20 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
27 Jan 2026
17 Dec 2025
26 Dec 2025
17 Dec 2025
26 Dec 2025
17 Dec 2025
22 Dec 2025
Amount
Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material
Construction of granular sub-base by grade-1 for providing well graded material from approved quarry , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.
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.
Construction of shoulder with material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to achive the dry density not less then 97% as per table 300-2. work should be done as per MORTH & H Specification Clause 305 complete in all respects.
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mannual means.
Providing and applying tack coat with bitumen VG-10 using Bitumen Boiler with sprayer at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom as per MoRT & H Specifications Clause 503 complete in all respects.
Providing and laying dense graded bituminous macadam Grading 2 with Batch type hot mix plant producing 120 TPH using crushed aggregates from Kabrai quarry of specified grading, premixed with bituminous binder VG_30 @ 4.5 % , 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 and tandem roller to achive the desired compaction as per MORTH & H Specification Clause 505 complete in all respects.
Providing and laying bituminious concrete Grading 2 with Batch type hot mix plant producing 120 TPH using crushed aggregates from Kabrai quarry of specified grading, premixed with bituminous binder VG_30 @ 5.4%, 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, tandem roller and Pneumatic Tyre roller to achive the desired compaction as per MORTH & H Specification Clause 507 complete in all respects.
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material..
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days.
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4
Granular material(O. B. B.) filling in foundation trenches as per drawing & technical specition clause 305.3.9 on the sides of Hume pipe
Providing reinforced concrete pipe NP4 for culvert on first class bedding of granular material in single row with cement mortar1:2(1cement: 2 coarse sand) [as per MORT&H specification no. 9.3-1100(B)]
Furnishing and Placing Reinforced cement concrete (RCC Grade M20 )
Furnishing and Placing Reinforced cement concrete (RCC Grade M25 )
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Drainage Spouts complete as per drawing and Technical specification
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Five Year Routine Maintenance
PK Construction (BID ID -5770170)
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M/S SOBTI INFRATECH LIMITED (BID ID -5772255)
M/S MUNNU LAL AMIT KUMAR (BID ID -5772803)
Ram Chandar Singh (BID ID -5770246)
M/S ABHINAV CONTRACTORS (BID ID -5769259)
SIDDHARTH CONSTRUCTION (BID ID -5772400)
M/S ANANDESHWAR ENTERPRISES (BID ID -5772195)
SHIVA CONSTRUCTION (BID ID -5771096)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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SBD1CDSitapur.pdf
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