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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.5 LAccepted-AOC 86 MAHEWA EAST NAINI PRAYAGRAJ U P | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹71.5 L Quoted ₹78.1 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹84.1 L+₹6.0 L (7.69%)Rejected-Finance 00 VILL RATI KA NAGLA SIKANDRA RAO ROAD INDUSTRIAL HATHRAS UTTAR PRADESH 204212 | HATHRAS | UTTAR PRADESH | 204212 | ₹84.1 L+₹6.0 L (7.69%) | L2 | Rejected-Finance High Rate Quoted |
| 3 | L3₹85.9 L+₹7.7 L (9.90%)Rejected-Finance | ₹85.9 L+₹7.7 L (9.90%) | L3 | Rejected-Finance High Rate Quoted |
| 4 | L4₹88.0 L+₹9.9 L (12.6%)Rejected-Finance 10 SHANTI VIHAR RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263153 | UDAM SINGH NAGAR | UTTARAKHAND | 263153 | ₹88.0 L+₹9.9 L (12.6%) | L4 | Rejected-Finance High Rate Quoted |
| 5 | L5₹88.1 L+₹10.0 L (12.8%)Rejected-Finance F 402 AMBIKA APARTMENT PLOT A 9 SECTOR 20 NERUL W NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | ₹88.1 L+₹10.0 L (12.8%) | L5 | Rejected-Finance High Rate Quoted |
| Sl No | Description | Qty | Unit | M/S VIJAY SINGH L2 | M/S Amar Enterprises L4 | DKS ENGINEERING WORKS L3 | A S ENTERPRISES L7 | SHRI SAI ENTERPRISES L5 | Advait Enterprises L5 | Channa Brothers and Co. L6 | MOHAMMAD RIZWAN CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled,macadam or bituminous macadam
surfaces in area exc 400 sqm and thickness n. exc. 50mm deep including scarifying by power or by hand picking complete all as specified and directed | 278 | Per 10 Sqm | 353 ₹98,134 | 400 ₹1,11,200 | 310 ₹86,180 | 450 ₹1,25,100 | 410 ₹1,13,980 | 410 ₹1,13,980 | 340 ₹94,520 | 300 ₹83,400 Lowest |
| 2.00 | Scarifying or picking gravelled,macadam or bituminous macadam
surfaces in area exc 400 sqm and thickness exc. 50mm deep including scarifying by power or by hand picking complete all as specified and directed | 279 | Per 10 Sqm | 357 ₹99,603 | 400 ₹1,11,600 | 305 ₹85,095 | 450 ₹1,25,550 | 410 ₹1,14,390 | 410 ₹1,14,390 | 335 ₹93,465 | 300 ₹83,700 Lowest |
| 3.00 | Removing scarifying/excavated material n.exc. 50 m and depositing where directed at a level n.exc. 1.5 m above the starting point. | 459.85 | CUM | 313 ₹1,43,933.05 | 350 ₹1,60,947.5 | 315 ₹1,44,852.75 | 370 ₹1,70,144.5 | 350 ₹1,60,947.5 | 350 ₹1,60,947.5 | 295 ₹1,35,655.75 Lowest | 350 ₹1,60,947.5 |
| 4.00 | Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. | 557 | Per 10 Sqm | 409 ₹2,27,813 | 400 ₹2,22,800 | 295 ₹1,64,315 | 410 ₹2,28,370 | 410 ₹2,28,370 | 410 ₹2,28,370 | 415 ₹2,31,155 | 200 ₹1,11,400 Lowest |
| 5.00 | M&L7.5cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50
to 20mm size), spread, rolled and consolidated to gradient and camber required spread,rolled and consolidated to gradient and camber rolled with power roller 8 to 12 tonne complete all as specified. | 379 | Per 10 Sqm | 4,700 ₹17,81,300 | 4,800 ₹18,19,200 | 4,650 ₹17,62,350 | 4,800 ₹18,19,200 | 4,800 ₹18,19,200 | 4,800 ₹18,19,200 | 4,675 ₹17,71,825 | 4,400 ₹16,67,600 Lowest |
| 6.00 | Applying evenly a priming/tack coat with bituminous primer at 10
kg per 10 sq metre complete all as specified. | 278 | Per 10 Sqm | 300 ₹83,400 | 300 ₹83,400 | 360 ₹1,00,080 | 350 ₹97,300 | 350 ₹97,300 | 350 ₹97,300 | 198 ₹55,044 Lowest | 200 ₹55,600 |
| 7.00 | M&L premix bituminous macadam ("Grade II" as specified in MORTH specification Para 504), laid/rolled and compacted to required gradient and camber (consolidated thickness 50-75mm) using paving bitumen VG-30 grade as binder minimum 4.0% by weight to total mix, mixed in hot mix plant and laid by mechanical paver and rolled to a uniform smooth surface and rolled and compacted to required gradient and camber with 8 to 12 tonnes articulated tandem roller (Double drum vibratory roller) complete all as specified and directed. | 139 | CUM | 15,000 ₹20,85,000 Lowest | 16,000 ₹22,24,000 | 15,900 ₹22,10,100 | 16,500 ₹22,93,500 | 16,500 ₹22,93,500 | 16,500 ₹22,93,500 | 15,650 ₹21,75,350 | 15,000 ₹20,85,000 Lowest |
| 8.00 | M & L Preparing of existing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces to remove all loose dirt,preparing WBM surfaces etc and applying evenly a priming/tack coat with bituminous primer @10 kg/10 sqm using paving bitumen VG- 10 (using mechanical sprayers only) and laying bituminous premix Semi Dense Asphaltic Concrete (Gde-II),40 mm consolidated thickness with minimum 5.5% binder content (bitumen grade VG-30) by weight of total mix in hot mix plant, laid with mechanical paver and rolled to a uniform smooth surface with 12 tonnes articulated tandem roller (Double drum vibratory roller) and compacted to required camber and gradient complete all as specified and directed.
Note: (i) The mix shall be mixed in hot mix plant and laid with mechanical paver only. (ii) The mix shall be prepared by designing through job mix formula all as specified from Govt. engg college / Govt approved lab. (iii) No price adjustment for Bitumen shall be done for variation on plus side. (iv) Semi Dense Asphaltic Concrete will be comprising of 2% filler material (OPC 43 grade cement). (v) Cost of testing charges, material & transportation for job mix formula shall be deemed included in the rate quoted. | 557 | Per 10 Sqm | 5,122 ₹28,52,954 | 5,200 ₹28,96,400 | 5,000 ₹27,85,000 Lowest | 5,400 ₹30,07,800 | 5,400 ₹30,07,800 | 5,400 ₹30,07,800 | 5,490 ₹30,57,930 | 5,000 ₹27,85,000 Lowest |
| 9.00 | M & L cleaning bituminous/concrete road surface free from all dirt, dust and other foreign material etc. and applying 2.0mm thick hot applied thermoplastic retro reflective road marking paint of white/yellow colour as in strips/lines on road surfaces upto 100 mm width and including glass beads @ 0.45 kg/sqm. The hot application shall be carried out mechanically and the finished surface to be levelled uniform and free from staks and holes complete all as specified in MORTH clause 803.4 and as directed. | 3,899 | Rm | 267 ₹10,41,033 | 300 ₹11,69,700 | 320 ₹12,47,680 | 340 ₹13,25,660 | 250 ₹9,74,750 | 250 ₹9,74,750 | 355 ₹13,84,145 | 200 ₹7,79,800 Lowest |
| 10.00Note :- (i) Credit shown in credit schedule of tender document shall be considered by the tenderer while quoting the rates of various items. The same shall be recovered from various payment to contractor before handing over old material. The contract amount shall be arrived at after deduction of Schedule of Credit from the total quoted amount in BOQ. (ii) Make of material shall be as per mentioned in Particular specifications or Appendix 'B' to Particular specifications as approved by AGE (I) AF manauri | |||||||||||
Tender Value
₹72.9 L
EMD Value
₹1.3 L
Closing Date
19 Aug 2026, 6:00 pmClosed
AGE (I) AF Manauri
AGE (I) AF Manauri
8000/63/E8
2026_MES_781585_1
8000/63/E8
Open Tender
Civil Works
Item Rate
270 days
Manauri Prayagraj
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
Yes
AGE (I) AF MANAURI
₹1.3 L
Yes
16 Sept 2026
29 Jul 2026
21 Aug 2026
29 Jul 2026
19 Aug 2026
12 Aug 2026
29 Jul 2026 - 7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled,macadam or bituminous macadam
surfaces in area exc 400 sqm and thickness n. exc. 50mm deep including scarifying by power or by hand picking complete all as specified and directed | 278 | Per 10 Sqm | - | - |
| 2 | Scarifying or picking gravelled,macadam or bituminous macadam
surfaces in area exc 400 sqm and thickness exc. 50mm deep including scarifying by power or by hand picking complete all as specified and directed | 279 | Per 10 Sqm | - | - |
| 3 | Removing scarifying/excavated material n.exc. 50 m and depositing where directed at a level n.exc. 1.5 m above the starting point. | - | CUM | - | - |
| 4 | Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. | - | Per 10 Sqm | - | - |
| 5 | M&L7.5cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50
to 20mm size), spread, rolled and consolidated to gradient and camber required spread,rolled and consolidated to gradient and camber rolled with power roller 8 to 12 tonne complete all as specified. | 379 | Per 10 Sqm | - | - |
| 6 | Applying evenly a priming/tack coat with bituminous primer at 10
kg per 10 sq metre complete all as specified. | - | Per 10 Sqm | - | - |
| 7 | Premix bituminous,macadam (BM) of using paving bitumen any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) spread, rolled and consolidated to gradient and camber with power roller 8 to 12 tonne complete all as specified. | - | CUM | - | - |
| 8 | M & L Preparing of existing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces to remove all loose dirt,preparing WBM surfaces etc and applying evenly a priming/tack coat with bituminous primer @10 kg/10 sqm using paving bitumen VG- 10 (using mechanical sprayers only) and laying bituminous premix Semi Dense Asphaltic Concrete (Gde-II),40 mm consolidated thickness with minimum 5.5% binder content (bitumen grade VG-30) by weight of total mix in hot mix plant, laid with mechanical paver and rolled to a uniform smooth surface with 12 tonnes articulated tandem roller (Double drum vibratory roller) and compacted to required camber and gradient complete all as specified and directed.
Note: (i) The mix shall be mixed in hot mix plant and laid with mechanical paver only. (ii) The mix shall be prepared by designing through job mix formula all as specified from Govt. engg college / Govt approved lab. (iii) No price adjustment for Bitumen shall be done for variation on plus side. (iv) Semi Dense Asphaltic Concrete will be comprising of 2% filler material (OPC 43 grade cement). (v) Cost of testing charges, material & transportation for job mix formula shall be deemed included in the rate quoted. | - | Per 10 Sqm | - | - |
| 9 | M & L cleaning bituminous/concrete road surface free from all dirt, dust and other foreign material etc. and applying 2.0mm thick hot applied thermoplastic retro reflective road marking paint of white/yellow colour as in strips/lines on road surfaces upto 100 mm width and including glass beads @ 0.45 kg/sqm. The hot application shall be carried out mechanically and the finished surface to be levelled uniform and free from staks and holes complete all as specified in MORTH clause 803.4 and as directed. | - | Rm | - | - |
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