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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAccepted-AOC | ₹5.3 Cr | L1 | Accepted-AOC FINANCIAL BID ACCPETED AT THE PRICE OF Rs. 53413900.00 BY THE EMPLEYER |
| 2 | L2₹5.5 Cr+₹18.2 L (3.41%)Rejected-Finance | ₹5.5 Cr+₹18.2 L (3.41%) | L2 | Rejected-Finance Rejected due to higher rate L2 |
| 3 | L3₹5.6 Cr+₹25.4 L (4.75%)Rejected-Finance | ₹5.6 Cr+₹25.4 L (4.75%) | L3 | Rejected-Finance Rejected due to higher rate L3 |
| 4 | L4₹7.4 Cr+₹2.0 Cr (37.7%)Rejected-Finance 205 ROTIGODAM SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | ₹7.4 Cr+₹2.0 Cr (37.7%) | L4 | Rejected-Finance Rejected due to higher rate L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.8 Cr
EMD Value
₹15.6 L
Closing Date
24 Mar 2025, 12:00 pmClosed
S.E. Sitapur/Kheri Circle,Sitapur
OffICE Of The S.E. Sitapur/Kheri Circle,Sitapur
Widening and Strenthening of Korauna to Ramgardh Chini Mill Parikrma marg
2025_CEUCZ_1018527_1
1868/E-TENDER/STPKHERI/24-25 Dated 10-03-2025
Open Tender
Civil Works
Item Rate
365 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹15.6 L
Yes
OffICE Of The S.E. Sitapur/Kheri Circle,Sitapur
9 May 2025
18 Mar 2025
24 Mar 2025
18 Mar 2025
24 Mar 2025
18 Mar 2025
20 Mar 2025
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be us
Construction of embankment 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.
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 from Kabrai 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 paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve to achive the desired compaction as per MORTH & H Specification Clause 406 complete in all respects.
Stabilized WMM:-Providing, laying and spreading of graded stone aggregate from Kabrai quarry (WMM) after mixing with 3.5% Emulsion & 1% OPC cement with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying in uniform single layer with paver as cemented base and compacting with the road roller to achieveto achive the desired compaction as per MORTH & H Specification Clause 406 complete in all respects.
Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
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.
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 back filling with approved material.
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted 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
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC M-20)
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC M-30)
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
Providing and Laying of Weep holes in brick work in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structure with slope of 1V:20H toward drawing force coplete as per drawing and technical specification MORTH 13.8/27.
Supply Laying & Fixing Reinforced 1000 mm Dia NP3 prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and etc. as per Technical Specification.
Brick soiling with straight overbumt brick laid and flat and dry including preparation of subgrade to prescribed camber ard including supply of briks, fillingjoints, with local earth spreading blinding coats I cm. (3/8") deep of local earth of P.L 5 to 7 or sand over the entire surface & including labour and T&P etc. requted for proper completion of work. But Brick on edge as per specification PWD 762b
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc Hectometer stone
Construction of cement concrete kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
M/S ABHINAV CONTRACTORS (BID ID -5071840)
M/S MUNNU LAL AMIT KUMAR (BID ID -5071745)
M/s Shikhar Construction (BID ID -5072033)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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