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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.6 LAccepted-AOC 00 VILL RATI KA NAGLA SIKANDRA RAO ROAD INDUSTRIAL HATHRAS UTTAR PRADESH 204212 | HATHRAS | UTTAR PRADESH | 204212 | ₹72.6 L Quoted ₹72.7 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹76.1 L+₹3.4 L (4.67%)Rejected-Finance 86 MAHEWA EAST NAINI PRAYAGRAJ U P | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹76.1 L+₹3.4 L (4.67%) | L2 | Rejected-Finance Being not lowest |
| 3 | L3₹76.7 L+₹4.1 L (5.62%)Rejected-Finance 191 ROHI BHARWARI KAUSHAMBI 212201 | KAUSHAMBI | KAUSHAMBI | UTTAR PRADESH | 212201 | ₹76.7 L+₹4.1 L (5.62%) | L3 | Rejected-Finance Being not lowest |
| 4 | L4₹77.8 L+₹5.1 L (7.04%)Rejected-Finance | ₹77.8 L+₹5.1 L (7.04%) | L4 | Rejected-Finance Being not lowest |
| 5 | L5₹77.8 L+₹5.2 L (7.14%)Rejected-Finance 0 | ₹77.8 L+₹5.2 L (7.14%) | L5 | Rejected-Finance Being not lowest |
| Sl No | Description | Qty | Unit | A S ENTERPRISES L5 | M/S Amar Enterprises L7 | M/S VIJAY SINGH L1 | DKS ENGINEERING WORKS L4 | Advait Enterprises L8 | Z N Enterprises L3 | MOHAMMAD RIZWAN CONTRACTOR L2 | R.K.ASSOCIATES L6 | NSA ENGINEERING WORKS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L repair to pot holes any depth not exc 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc cutting around edges to at least 25mm in depth, making good by applying tack coat with bituminous primer @5 Kg/10Sqm, putting in premixed bituminous macadam, well reamed and sealed with binder 9.80 Kg/10Sqm, blinded with 0.09 cum of stone chippings 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes n exc 30mm etc complete all as specified and directed. | 2.5 | Per 10 Sqm | 3,700 ₹9,250 | 3,800 ₹9,500 | 3,500 ₹8,750 | 3,590 ₹8,975 | 4,000 ₹10,000 | 3,620 ₹9,050 | 2,500 ₹6,250 Lowest | 3,678 ₹9,195 | 4,000 ₹10,000 |
| 2.00 | M & L Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces by air compressor to remove all loose dirt etc and applying evenly a tack coat with bituminous primer @ 5 kg/10 sqm using paving bitumen VG- 10 (using mechanical sprayers only) and laying bituminous premix Semi Dense Asphaltic Concrete (Gde-II), 30 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. | 1,474 | Per 10 Sqm | 3,700 ₹54,53,800 | 3,800 ₹56,01,200 | 3,500 ₹51,59,000 Lowest | 3,675 ₹54,16,950 | 3,800 ₹56,01,200 | 3,660 ₹53,94,840 | 3,850 ₹56,74,900 | 3,680 ₹54,24,320 | 4,000 ₹58,96,000 |
| 3.00 | Scarifying or picking gravelled, macadam or bituminous macadam surface in area not exc 400 sqm and depth exc 50 mm and not exceeding 120 mm deep and removing extracted material to out side of MOD land complete all as specified. | 30 | 10 Sqm | 210 ₹6,300 | 200 ₹6,000 | 150 ₹4,500 Lowest | 200 ₹6,000 | 180 ₹5,400 | 160 ₹4,800 | 600 ₹18,000 | 196 ₹5,880 | 200 ₹6,000 |
| 4.00 | 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 | 198 | Per 10 Sqm | 210 ₹41,580 | 200 ₹39,600 | 150 ₹29,700 Lowest | 195 ₹38,610 | 180 ₹35,640 | 160 ₹31,680 | 600 ₹1,18,800 | 196 ₹38,808 | 200 ₹39,600 |
| 5.00 | 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. | 198 | Per 10 Sqm | 110 ₹21,780 | 100 ₹19,800 | 80 ₹15,840 Lowest | 90 ₹17,820 | 120 ₹23,760 | 88 ₹17,424 | 200 ₹39,600 | 126 ₹24,948 | 100 ₹19,800 |
| 6.00 | M/L for 75 mm thick (compacted thickness) WBM with coarse agg grading -II (40 mm to 63 mm size) or grading -III (20mm to 50mm size) spred, rolled and consolidated with 8 to 12 ton power roller to agrdient and camber reqd with gravels, trap or basalt stome complete all as specified all as specified and directed. | 30 | 10 Sqm | 3,100 ₹93,000 | 2,800 ₹84,000 | 2,550 ₹76,500 Lowest | 2,950 ₹88,500 | 3,200 ₹96,000 | 2,960 ₹88,800 | 4,500 ₹1,35,000 | 3,030 ₹90,900 | 3,100 ₹93,000 |
| 7.00 | M&L for applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sqm complete all as specified and directed. | 30 | 10 Sqm | 510 ₹15,300 | 500 ₹15,000 | 450 ₹13,500 | 480 ₹14,400 | 480 ₹14,400 | 460 ₹13,800 | 200 ₹6,000 Lowest | 515 ₹15,450 | 550 ₹16,500 |
| 8.00 | 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. | 15 | Cum | 12,600 ₹1,89,000 | 12,500 ₹1,87,500 | 11,500 ₹1,72,500 | 13,000 ₹1,95,000 | 12,700 ₹1,90,500 | 12,800 ₹1,92,000 | 10,500 ₹1,57,500 Lowest | 12,200 ₹1,83,000 | 12,800 ₹1,92,000 |
| 9.00 | M&L preparing new prepared WBM surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces by air compressor to remove all loose dirt etc for applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre using paving bitumen VG-10 grade in semi-dense asphaltic concrete 40 mm consolidated thickness using paving bitumen of grade VG-30 with minimum 5.5% binder content by weight of total mix 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. | 228 | 10 Sqm | 5,880 ₹13,40,640 | 5,800 ₹13,22,400 | 5,400 ₹12,31,200 | 6,000 ₹13,68,000 | 5,900 ₹13,45,200 | 5,660 ₹12,90,480 | 3,850 ₹8,77,800 Lowest | 5,860 ₹13,36,080 | 6,100 ₹13,90,800 |
| 10.00 | 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 150 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. | 950 | Sqm | 640 ₹6,08,000 | 630 ₹5,98,500 | 580 ₹5,51,000 Lowest | 650 ₹6,17,500 | 650 ₹6,17,500 | 660 ₹6,27,000 | 600 ₹5,70,000 | 700 ₹6,65,000 | 650 ₹6,17,500 |
Tender Value
₹75 L
EMD Value
₹1.4 L
Closing Date
4 May 2026, 6:00 pmClosed
AGE (I) AF Manauri
AGE (I) AF Manauri
REPAIR/ MAINT /CARPETING OF ROAD WITH ALLIED WORKS AT AF STN MAUNARI
2026_MES_760209_1
8000/09/E8
Open Tender
Civil Works
Item Rate
180 days
Manauri Prayagraj
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
Yes
AGE (I) AF MANAURI
₹1.4 L
Yes
25 Aug 2026
13 Apr 2026
6 May 2026
13 Apr 2026
4 May 2026
27 Apr 2026
13 Apr 2026 - 22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | M&L repair to pot holes any depth not exc 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc cutting around edges to at least 25mm in depth, making good by applying tack coat with bituminous primer @5 Kg/10Sqm, putting in premixed bituminous macadam, well reamed and sealed with binder 9.80 Kg/10Sqm, blinded with 0.09 cum of stone chippings 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes n exc 30mm etc complete all as specified and directed. | - | Per 10 Sqm | - | - |
| - | M & L Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces by air compressor to remove all loose dirt etc and applying evenly a tack coat with bituminous primer @ 5 kg/10 sqm using paving bitumen VG- 10 (using mechanical sprayers only) and laying bituminous premix Semi Dense Asphaltic Concrete (Gde-II), 30 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 | - | - |
| - | Scarifying or picking gravelled, macadam or bituminous macadam surface in area not exc 400 sqm and depth exc 50 mm and not exceeding 120 mm deep and removing extracted material to out side of MOD land complete all as specified. | - | 10 Sqm | - | - |
| - | 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 | - | Per 10 Sqm | - | - |
| - | 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 | - | - |
| - | M/L for 75 mm thick (compacted thickness) WBM with coarse agg grading -II (40 mm to 63 mm size) or grading -III (20mm to 50mm size) spred, rolled and consolidated with 8 to 12 ton power roller to agrdient and camber reqd with gravels, trap or basalt stome complete all as specified all as specified and directed. | - | 10 Sqm | - | - |
| - | M&L for applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sqm complete all as specified and directed. | - | 10 Sqm | - | - |
| - | 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. | - | Cum | - | - |
| - | M&L preparing new prepared WBM surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces by air compressor to remove all loose dirt etc for applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre using paving bitumen VG-10 grade in semi-dense asphaltic concrete 40 mm consolidated thickness using paving bitumen of grade VG-30 with minimum 5.5% binder content by weight of total mix 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. | - | 10 Sqm | - | - |
| - | 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 150 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. | - | Sqm | - | - |
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