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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC PRAYAGRAJ | UTTAR PRADESH | 211001 | L1 | Accepted-AOC aoc | |
| 2 | L2₹7.4 L+₹1.1 L (17.4%)Rejected-Finance DAPALI PAVWA BAHRAICH UP INDIA | L2 | Rejected-Finance Reject | |
| 3 | L3₹7.6 L+₹1.3 L (20.9%)Rejected-Finance | L3 | Rejected-Finance Reject | |
| 4 | L4₹7.8 L+₹1.5 L (24.4%)Rejected-Finance GRAM RAKSHAWARA THANA KARARI TAH MANJHANPUR KAUSHAMBI | KAUSHAMBI | UTTAR PRADESH | 212201 | L4 | Rejected-Finance Reject | |
| 5 | L5₹8.1 L+₹1.8 L (28.4%)Rejected-Finance BHARARI MANDA KHAS MEJA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | L5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | BALA JI ENTERPRISES L2 | AKANSHA ENTERPRISES L1 | KRISHNA CONSTRUCTION L7 | SURESH KUMAR SINGH L5 | MOHD KAMRAN L3 | M/s Narendra and Co. L4 | M/S SHASHI KANT MISHRA L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work:- Earth work in construction of Patari & Making dawla in service road spreading, grading to required slope and with Manual compaction & dressing including all lead, lift in types of soil as per direction of engineer-in-charge. (as per Technical Specification Clause 301.50.) | 187 | cum | 45 ₹8,415 | 30 ₹5,610 | 85.98 ₹16,078.26 | 80 ₹14,960 | 10 ₹1,870 Lowest | 50 ₹9,350 | 40 ₹7,480 |
| 2.00 | Brick edging on one side of the road of brick class M-150, 8 cm wide and 12 cm deep laid with mud mortar including labour and supply of bricks finished to required template and in proper alignment and also including dressing and ramming the excavted earth as direction by the Enginner in charge of the work for proper completion of work. | 650 | Rmt. | 50 ₹32,500 | 18 ₹11,700 Lowest | 27.23 ₹17,699.5 | 40 ₹26,000 | 30 ₹19,500 | 47 ₹30,550 | 49 ₹31,850 |
| 3.00 | GSB:- Construction of Granular Sub-base by providing well graded materials, sapreading in uniform layier with motor grader on pre-dressed surface mixing by mix in place method with roller to achive the desired density, complete as per technical specification of MORTH Clause 401. | 36.56 | cum | 1,100 ₹40,216 | 900 ₹32,904 | 818.9 ₹29,938.98 | 1,100 ₹40,216 | 900 ₹32,904 | 800 ₹29,248 | 600 ₹21,936 Lowest |
| 4.00 | WBM Grading- II Providing laying spreding and compaction stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening to fill up the intrestices of coarse aggregate watering and compacting to the required density Grading II as per MORD specification clause 405. | 51.19 | cum | 1,210 ₹61,939.9 | 900 ₹46,071 | 1,459.69 ₹74,721.53 | 1,500 ₹76,785 | 500 ₹25,595 Lowest | 1,000 ₹51,190 | 1,000 ₹51,190 |
| 5.00 | WBM Grading- III Providing laying spreding and compaction stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening to fill up the intrestices of coarse aggregate watering and compacting to the required density Grading III as per MORD specification clause 405. | 146.25 | cum | 1,300 ₹1,90,125 | 1,115 ₹1,63,068.75 | 1,629.12 ₹2,38,258.8 | 1,500 ₹2,19,375 | 1,100 ₹1,60,875 Lowest | 1,400 ₹2,04,750 | 1,500 ₹2,19,375 |
| 6.00 | Prime coat :-Providing and applying prime coat with bitumen emulsion on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm as per MORD specification. | 1,950 | sqm | 25 ₹48,750 | 20 ₹39,000 Lowest | 39.31 ₹76,654.5 | 30 ₹58,500 | 34 ₹66,300 | 28 ₹54,600 | 30 ₹58,500 |
| 7.00 | Tack coat:- Providing and applying tack coat with bitumen (VG-10) using emulsion distribution at the rate of 0.30 Kg /sqm on the prepared bituminous/ granular base surface cleaned with mechanical broom. As per MORD specification. | 1,950 | sqm | 12 ₹23,400 | 14 ₹27,300 | 16.71 ₹32,584.5 | 10 ₹19,500 | 2 ₹3,900 Lowest | 12 ₹23,400 | 10 ₹19,500 |
| 8.00 | 20mm Thick open- graded premix surface :- Providing laying and rolling of open -graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or out-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a hot mixplant, transportation to the site, laying with paver finisher to the required grade level and alignment and rolling with a smooth wheeled roller 8-10 kn capacity, finished to required level and grades. | 1,950 | sqm | 125 ₹2,43,750 Lowest | 125 ₹2,43,750 Lowest | 159.36 ₹3,10,752 | 150 ₹2,92,500 | 175 ₹3,41,250 | 145 ₹2,82,750 | 168 ₹3,27,600 |
| 9.00 | Seal Coat:- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levelgrade and cross fall using Type C seal coat (As per MORD Specified clause 510). | 1,950 | sqm | 45 ₹87,750 | 30 ₹58,500 Lowest | 53.47 ₹1,04,266.5 | 30 ₹58,500 Lowest | 55 ₹1,07,250 | 49 ₹95,550 | 38 ₹74,100 |
Tender Value
₹11.7 L
EMD Value
₹23,400
Closing Date
29 Sept 2025, 3:00 pmClosed
Ex. Eng. Belan Canal Division Prayagraj
Ex. Eng. Belan Canal Division Irrigation Colony Govindpur Prayagraj
Renewal / Reconstruction of painted canal service road of Thathha Minor from km. 0.000 to km. 0.650.
2025_UPIDC_1076088_3
02/EE/2025-26
Open Tender
Civil Works - Canal
Item Rate
30 days
Prayagraj
Please refer Tender docments
2 documents required · 2 mandatory
₹766
₹23,400
3 Nov 2025
23 Sept 2025
29 Sept 2025
23 Sept 2025
29 Sept 2025
23 Sept 2025
Amount
Earth work:- Earth work in construction of Patari & Making dawla in service road spreading, grading to required slope and with Manual compaction & dressing including all lead, lift in types of soil as per direction of engineer-in-charge. (as per Technical Specification Clause 301.50.)
Brick edging on one side of the road of brick class M-150, 8 cm wide and 12 cm deep laid with mud mortar including labour and supply of bricks finished to required template and in proper alignment and also including dressing and ramming the excavted earth as direction by the Enginner in charge of the work for proper completion of work.
GSB:- Construction of Granular Sub-base by providing well graded materials, sapreading in uniform layier with motor grader on pre-dressed surface mixing by mix in place method with roller to achive the desired density, complete as per technical specification of MORTH Clause 401.
WBM Grading- II Providing laying spreding and compaction stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening to fill up the intrestices of coarse aggregate watering and compacting to the required density Grading II as per MORD specification clause 405.
WBM Grading- III Providing laying spreding and compaction stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening to fill up the intrestices of coarse aggregate watering and compacting to the required density Grading III as per MORD specification clause 405.
Prime coat :-Providing and applying prime coat with bitumen emulsion on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm as per MORD specification.
Tack coat:- Providing and applying tack coat with bitumen (VG-10) using emulsion distribution at the rate of 0.30 Kg /sqm on the prepared bituminous/ granular base surface cleaned with mechanical broom. As per MORD specification.
20mm Thick open- graded premix surface :- Providing laying and rolling of open -graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or out-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a hot mixplant, transportation to the site, laying with paver finisher to the required grade level and alignment and rolling with a smooth wheeled roller 8-10 kn capacity, finished to required level and grades.
Seal Coat:- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levelgrade and cross fall using Type C seal coat (As per MORD Specified clause 510).
BALA JI ENTERPRISES (BID ID -5571920)
MOHD KAMRAN (BID ID -5570674)
M/s Narendra and Co. (BID ID -5564609)
SURESH KUMAR SINGH (BID ID -5571347)
M/S SHASHI KANT MISHRA (BID ID -5569575)
KRISHNA CONSTRUCTION (BID ID -5570445)
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