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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-AOC NEAR HAIDAKHAN MANDIR VILLAGE POST CHILIYANAULA RANIKHET DISTRICT ALMORA UTTARAKHAND PIN 263645 | ALMORA | UTTARAKHAND | 263645 | 1 | Accepted-AOC After deduct of Sch of Credit for Rs. 1,39,040.00 | |
| 2 | 2₹1.2 Cr+₹1.0 L (0.88%)Rejected-Finance HOUSE NO 769 SOUTH CIVIL LINES MUZAFFARNAGAR UP 241001 | HARDOI | UTTAR PRADESH | 241001 | 2 | Rejected-Finance Other than L1 | |
| 3 | 3₹1.2 Cr+₹2.1 L (1.84%)Rejected-Finance 232 1 D SHIVLOK KANKARKHERA DISTT MEERUT UP PIN 250001 | MEERUT | MEERUT | UP | 250001 | 3 | Rejected-Finance Other than L1 | |
| 4 | 4₹1.2 Cr+₹5.5 L (4.75%)Rejected-Finance | 4 | Rejected-Finance Other than L1 | |
| 5 | 5₹1.2 Cr+₹5.8 L (5.04%)Rejected-Finance 203 B CHAHBAI BAREILLY UP 243001 | BAREILLY | BAREILLY | UP | 243001 | 5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/s Arihant Builders L2 | Amit Engineering L4 | Shikhar ji Enterprises L3 | SANJEEV CONSTRUCTIONS L6 | Quality Builders L5 | M/S KOHLI CONSTRUCTION L8 | R.K.ASSOCIATES L7 | SS Construction Co L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm exc 50mm and n exc 100 deep complete all as specified and directed. | 339.15 | 10 Sqm | 500 ₹1,69,575 | 400 ₹1,35,660 | 550 ₹1,86,532.5 | 600 ₹2,03,490 | 300 ₹1,01,745 Lowest | 300 ₹1,01,745 Lowest | 650 ₹2,20,447.5 | 600 ₹2,03,490 |
| 2.00 | M & L for demolition of base course/ sub base course of flexible pavement i.e broken stone boulders, quarried stone, coarse aggregates of WBM etc in any position and depositing where ever directed complete all as specified & directed | 180 | Cum | 250 ₹45,000 Lowest | 400 ₹72,000 | 300 ₹54,000 | 600 ₹1,08,000 | 325 ₹58,500 | 300 ₹54,000 | 310 ₹55,800 | 300 ₹54,000 |
| 3.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 900-1 of MoRTH specifications or Road and Bridge works, 5th revision,2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works,5th revision, 2013 complete all as specified and as directed by Engr-in-Charge. | 70 | 10 Sqm | 5,000 ₹3,50,000 | 4,000 ₹2,80,000 | 5,100 ₹3,57,000 | 3,000 ₹2,10,000 Lowest | 5,200 ₹3,64,000 | 5,500 ₹3,85,000 | 4,000 ₹2,80,000 | 4,500 ₹3,15,000 |
| 4.00 | M&L Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specifications for Road and Bridge works,5th revision, 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed.The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 5th revision, 2013, complete all as specified & directed. | 168 | 10 Sqm | 2,150 ₹3,61,200 | 2,000 ₹3,36,000 Lowest | 2,200 ₹3,69,600 | 2,200 ₹3,69,600 | 2,225 ₹3,73,800 | 3,555 ₹5,97,240 | 3,600 ₹6,04,800 | 2,100 ₹3,52,800 |
| 5.00 | Ditto- ser item no 04 as above but for 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each complete all as specified and directed by Engr-in-Charge. | 70 | 10 Sqm | 4,500 ₹3,15,000 | 2,000 ₹1,40,000 Lowest | 4,500 ₹3,15,000 | 2,200 ₹1,54,000 | 4,550 ₹3,18,500 | 4,800 ₹3,36,000 | 5,800 ₹4,06,000 | 4,000 ₹2,80,000 |
| 6.00 | M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 10 kg per 10 sq metre complete all as specified and directed. | 238 | 10 Sqm | 600 ₹1,42,800 Lowest | 700 ₹1,66,600 | 700 ₹1,66,600 | 800 ₹1,90,400 | 750 ₹1,78,500 | 1,000 ₹2,38,000 | 850 ₹2,02,300 | 700 ₹1,66,600 |
| 7.00 | M&L for premix bituminous, macadam using with paving bitumen VG-10 of any penetration of consolidated thickness n.exc 75mm with 4% binder content by weight of total mix, laid & rolled and compacted to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed by Engr-in-Charge. | 266 | Cum | 11,000 ₹29,26,000 | 12,000 ₹31,92,000 | 10,400 ₹27,66,400 | 11,300 ₹30,05,800 | 11,200 ₹29,79,200 | 11,800 ₹31,38,800 | 9,000 ₹23,94,000 Lowest | 10,000 ₹26,60,000 |
| 8.00 | M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 5 kg per 10 sq metre over old black top surfaces complete all as specified and directed. | 580.3 | 10 Sqm | 500 ₹2,90,150 Lowest | 500 ₹2,90,150 Lowest | 550 ₹3,19,165 | 500 ₹2,90,150 Lowest | 565 ₹3,27,869.5 | 600 ₹3,48,180 | 620 ₹3,59,786 | 750 ₹4,35,225 |
| 9.00 | M&L for bituminous premix asphaltic semi dense concrete, 40 mm (consolidated thickness) with 6.5% paving bitumen binder of VG-10, by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. | 375 | 10 Sqm | 5,000 ₹18,75,000 | 5,000 ₹18,75,000 | 4,850 ₹18,18,750 Lowest | 5,250 ₹19,68,750 | 5,100 ₹19,12,500 | 6,445 ₹24,16,875 | 7,500 ₹28,12,500 | 5,500 ₹20,62,500 |
| 10.00 | M&L for bituminous premix asphaltic semi dense concrete, 30 mm (consolidated thickness) with 6.5% paving bitumen binder of VG-10, by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. | 35 | 10 Sqm | 5,000 ₹1,75,000 | 6,000 ₹2,10,000 | 4,850 ₹1,69,750 Lowest | 5,250 ₹1,83,750 | 5,100 ₹1,78,500 | 5,800 ₹2,03,000 | 6,500 ₹2,27,500 | 5,500 ₹1,92,500 |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
28 Mar 2026, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CA NO. CWE/HILLS/RKT/170 OF 2025-2026 SPL REPAIR TO ROADS FROM SAKIA MOD TO BUILDING NO T-70 AT MIL STN KAUSANI UNDER GE RANIKHET
2026_MES_754781_1
89356/25-26/E8
Open Tender
Civil Works
Item Rate
365 days
KAUSANI
Class - B
9 documents required · 9 mandatory
₹1,000
GE (MES) RANIKHET
₹1.9 L
Yes
30 May 2026
28 Feb 2026
4 Apr 2026
28 Feb 2026
28 Mar 2026
21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm exc 50mm and n exc 100 deep complete all as specified and directed. | 339.15 | 10 Sqm | - | - |
| 2 | M & L for demolition of base course/ sub base course of flexible pavement i.e broken stone boulders, quarried stone, coarse aggregates of WBM etc in any position and depositing where ever directed complete all as specified & directed | 180 | Cum | - | - |
| 3 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 900-1 of MoRTH specifications or Road and Bridge works, 5th revision,2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works,5th revision, 2013 complete all as specified and as directed by Engr-in-Charge. | 70 | 10 Sqm | - | - |
| 4 | M&L Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specifications for Road and Bridge works,5th revision, 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed.The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 5th revision, 2013, complete all as specified & directed. | 168 | 10 Sqm | - | - |
| 5 | Ditto- ser item no 04 as above but for 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each complete all as specified and directed by Engr-in-Charge. | 70 | 10 Sqm | - | - |
| 6 | M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 10 kg per 10 sq metre complete all as specified and directed. | 238 | 10 Sqm | - | - |
| 7 | M&L for premix bituminous, macadam using with paving bitumen VG-10 of any penetration of consolidated thickness n.exc 75mm with 4% binder content by weight of total mix, laid & rolled and compacted to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed by Engr-in-Charge. | 266 | Cum | - | - |
| 8 | M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 5 kg per 10 sq metre over old black top surfaces complete all as specified and directed. | 580.3 | 10 Sqm | - | - |
| 9 | M&L for bituminous premix asphaltic semi dense concrete, 40 mm (consolidated thickness) with 6.5% paving bitumen binder of VG-10, by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. | 375 | 10 Sqm | - | - |
| 10 | M&L for bituminous premix asphaltic semi dense concrete, 30 mm (consolidated thickness) with 6.5% paving bitumen binder of VG-10, by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. | 35 | 10 Sqm | - | - |
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