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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25,354.15Admitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹28,807.90+₹3,453.75 (13.6%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹28,825+₹3,470.85 (13.7%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹28,993.60+₹3,639.45 (14.4%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹31,962.30+₹6,608.15 (26.1%)Admitted-Finance 02 ASPUR DEVSARA NEAR BAJRANG BALI KA MANDIR DAUDPUR PATTI ROAD VILLAGE TOWN DHAURAHARA CITY PATTI PRATAPGARH UTTAR PRADESH 230124 INDIA | PRATAPGARH | UTTAR PRADESH | 230124 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S NANDAN CONSTRUCTION L2 | M/S J.P. Construction L5 | M/s Akhilesh Associate L4 | chinmay construction L3 | Indian Sanitation Ward Boy and Hoticulture Contractor L7 | M/S SIDDHARTH CONSTRUCTION L6 | SIDDIQUI CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||||||
| 2.00 | Earth work in cuting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 0.5 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead The earth form cutting to be used in filling to the lead of 3 km distance as directed by the E/I [SOR 2020 SI No. 253+231(a)] | 1 | Cum | 260.2 ₹260.2 | 280 ₹280 | 350 ₹350 | 225 ₹225 Lowest | 248 ₹248 | 251 ₹251 | 231 ₹231 |
| 3.00 | Mechanical Compaction of earth to achieve 95 % Proctor's Density required for proper completion of work as directed by E/I.. [Previous Sanctioned Rate] | 1 | Cum | 18.5 ₹18.5 | 20 ₹20 | 180 ₹180 | 20 ₹20 | 72 ₹72 | 17.9 ₹17.9 Lowest | 35 ₹35 |
| 4.00 | Supply of GSB closed graded for grade-1 including spreading compacting the same GSB specification including spreading in unifrom thicknes, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and bromming stone screening/binding materials to fill up the interestices of coarse aggregate, watering and compactiong to the required density. (All quantity taken in loose) (Rate Analysis) | 1 | Cum | 2,401 ₹2,401 | 3,240 ₹3,240 | 2,522 ₹2,522 | 2,200 ₹2,200 | 2,750 ₹2,750 | 2,220 ₹2,220 | 2,100 ₹2,100 Lowest |
| 5.00 | Providing, laying, spreading and compacting graded stone aggregates to Wet Mixed Macadam (WMM) specification including primixing the material with water at OMC in mechanical mixer (Pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base\ course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenanceof diversions etc. as per table 400.11 & 400.12 and techanical specifications clause 406. | 1 | Cum | 2,675 ₹2,675 | 3,450 ₹3,450 | 3,104 ₹3,104 | 2,500 ₹2,500 | 3,520 ₹3,520 | 2,510 ₹2,510 | 2,400 ₹2,400 Lowest |
| 6.00 | Providing and laying prime coat with bitumen emulsion on prepared WBM/existing surface. [Approved Rates] | 1 | Sqm | 23.2 ₹23.2 | 42.3 ₹42.3 | 21.3 ₹21.3 Lowest | 25 ₹25 | 38.5 ₹38.5 | 21.75 ₹21.75 | 23.15 ₹23.15 |
| 7.00 | Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor controll to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH Specification clause No. 505 complete in all respect. [Rate Analysis] | 1 | Cum | 9,801 ₹9,801 | 11,000 ₹11,000 | 10,200 ₹10,200 | 9,700 ₹9,700 | 12,650 ₹12,650 | 11,000 ₹11,000 | 8,100 ₹8,100 Lowest |
| 8.00 | M-150 brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. Etc. required for proper completion of work. [PWD SOR-2020 SI No. 305(b)] | 1 | Cum | 5,470 ₹5,470 | 6,100 ₹6,100 | 5,600 ₹5,600 | 6,000 ₹6,000 | 7,315 ₹7,315 | 9,800 ₹9,800 | 4,500 ₹4,500 Lowest |
| 9.00 | Cement Concrete with 2 cm. gauge apporved stone ballast, apporve coarse sand and cemnet in the proportion of 4:2:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. [P.W.D. SOR-2020 S.I. No. 279(b)] | 1 | Cum | 7,090 ₹7,090 | 6,600 ₹6,600 | 5,880 ₹5,880 Lowest | 7,000 ₹7,000 | 9,075 ₹9,075 | 7,000 ₹7,000 | 6,800 ₹6,800 |
| 10.00 | 12 mm thick plaster with cement mortar in proportion of 1:4 cement and approved C. Sand including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of E/I. [Based on PWD. SOR-2020 S.I. No. 584(b)] | 1 | Sqm | 170 ₹170 Lowest | 230 ₹230 | 250 ₹250 | 175 ₹175 | 280.5 ₹280.5 | 175 ₹175 | 215 ₹215 |
Tender Value
₹9.8 Cr
EMD Value
₹2 L
Closing Date
7 Jun 2023, 3:00 pmClosed
EE
VDA Mob 7518102821
Construction of Roads at Transport Nagar Yojana, Varanasi.
2023_UPVDA_805327_1
162/vda/nir/2023-24
Open Tender
Civil Works - Roads
Item Wise
Varanasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,900
Secretary, Varanasi Development Authority
₹2 L
6 Jul 2023
24 May 2023
7 Jun 2023
24 May 2023
7 Jun 2023
24 May 2023
24 May 2023 - 6 Jun 2023
Amount
ROAD WORK
Earth work in cuting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 0.5 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead The earth form cutting to be used in filling to the lead of 3 km distance as directed by the E/I [SOR 2020 SI No. 253+231(a)]
Mechanical Compaction of earth to achieve 95 % Proctor's Density required for proper completion of work as directed by E/I.. [Previous Sanctioned Rate]
Supply of GSB closed graded for grade-1 including spreading compacting the same GSB specification including spreading in unifrom thicknes, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and bromming stone screening/binding materials to fill up the interestices of coarse aggregate, watering and compactiong to the required density. (All quantity taken in loose) (Rate Analysis)
Providing, laying, spreading and compacting graded stone aggregates to Wet Mixed Macadam (WMM) specification including primixing the material with water at OMC in mechanical mixer (Pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base\ course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenanceof diversions etc. as per table 400.11 & 400.12 and techanical specifications clause 406.
Providing and laying prime coat with bitumen emulsion on prepared WBM/existing surface. [Approved Rates]
Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor controll to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH Specification clause No. 505 complete in all respect. [Rate Analysis]
M-150 brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. Etc. required for proper completion of work. [PWD SOR-2020 SI No. 305(b)]
Cement Concrete with 2 cm. gauge apporved stone ballast, apporve coarse sand and cemnet in the proportion of 4:2:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. [P.W.D. SOR-2020 S.I. No. 279(b)]
12 mm thick plaster with cement mortar in proportion of 1:4 cement and approved C. Sand including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of E/I. [Based on PWD. SOR-2020 S.I. No. 584(b)]
Applying one coat of white cement over new surface including rubbing with sand paper including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of E/I. [PWD. SOR-2020 S.I. No. NBO 18.52]
Providing and laying of Rubber moulded (Grey Color) Interlocking concrete block pavements having thickness 80mm including leveling and dressing of surface to required level & slope, spreading & moisting 30m thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504. (PWD SOR 2020 Pg-49 It no-2)
M/S NANDAN CONSTRUCTION
chinmay construction
M/s Akhilesh Associate
M/S J.P. Construction
M/S SIDDHARTH CONSTRUCTION
Indian Sanitation Ward Boy and Hoticulture Contractor
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