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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.0 LAdmitted-Finance H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGOAN 122001 HARYANA | GURUGRAM | HARYANA | 122001 | ₹98.0 L | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance NEAR HAIDAKHAN MANDIR VILL PO CHILIYANAULA RANIKHET DISTT ALMORA UTTARAKHAND 263645 | ALMORA | UTTARAKHAND | 263645 | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance HOUSE NO 769 SOUTH CIVIL LINES MUZAFFARNAGAR UP 241001 | HARDOI | UTTAR PRADESH | 241001 | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.2 CrAdmitted-Finance 245A 7A 1 JAYANTIPUR GOKUL AWAS YOJNA SULEM SARAI PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211011 | ₹1.2 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Amit Engineering L4 | SANJEEV CONSTRUCTIONS L6 | Shikhar ji Enterprises L8 | PAWAN KUMAR L1 | M/s Arihant Builders L3 | R.K.ASSOCIATES L5 | Quality Builders L7 | SS Construction Co L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 455 | 10 Sqm | 600 ₹2.7 L | 650 ₹3.0 L | 600 ₹2.7 L | 250 ₹1.1 L | 515 ₹2.3 L | 600 ₹2.7 L | 400 ₹1.8 L | 500 ₹2.3 L |
| 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. | 24.5 | Cum | 500 ₹12,250 | 650 ₹15,925 | 450 ₹11,025 | 300 ₹7,350 | 415 ₹10,167.50 | 430 ₹10,535 | 450 ₹11,025 | 410 ₹10,045 |
| 3.00 | 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. | 245 | 10 Sqm | 2,510 ₹6.1 L | 2,650 ₹6.5 L | 4,000 ₹9.8 L | 3,000 ₹7.3 L | 2,560 ₹6.3 L | 2,550 ₹6.2 L | 3,180 ₹7.8 L | 2,500 ₹6.1 L |
| 4.00 | M&L for applying evenly a priming/tack coat with bituminous primer (Paving bitumen) VG -10 @ 10 Kg per 10 Sqm on unsurfaced water bound macadam including 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. complete all as specified and directed. | 245 | 10 Sqm | 800 ₹2.0 L | 825 ₹2.0 L | 780 ₹1.9 L | 450 ₹1.1 L | 760 ₹1.9 L | 750 ₹1.8 L | 780 ₹1.9 L | 700 ₹1.7 L |
| 5.00 | 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. | 228 | Cum | 9,150 ₹20.9 L | 9,750 ₹22.2 L | 9,860 ₹22.5 L | 10,000 ₹22.8 L | 9,000 ₹20.5 L | 9,200 ₹21.0 L | 9,860 ₹22.5 L | 9,000 ₹20.5 L |
| 6.00 | M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 5 kg per 10 sq metre on existing blak top surfaces complete all as specified and directed. | 683 | 10 Sqm | 730 ₹5.0 L | 660 ₹4.5 L | 635 ₹4.3 L | 350 ₹2.4 L | 750 ₹5.1 L | 800 ₹5.5 L | 635 ₹4.3 L | 700 ₹4.8 L |
| 7.00 | 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. | 385 | 10 Sqm | 6,500 ₹25.0 L | 6,750 ₹26.0 L | 7,000 ₹26.9 L | 6,000 ₹23.1 L | 6,200 ₹23.9 L | 6,000 ₹23.1 L | 7,000 ₹26.9 L | 6,000 ₹23.1 L |
| 8.00 | 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. | 70 | 10 Sqm | 6,500 ₹4.5 L | 6,750 ₹4.7 L | 7,800 ₹5.5 L | 5,000 ₹3.5 L | 6,200 ₹4.3 L | 6,300 ₹4.4 L | 7,514 ₹5.3 L | 6,000 ₹4.2 L |
| 9.00 | Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. complete all as specified and directed. | 12.25 | 10 Sqm | 100 ₹1,225 | 620 ₹7,595 | 689 ₹8,440.25 | 350 ₹4,287.50 | 200 ₹2,450 | 500 ₹6,125 | 689 ₹8,440.25 | 400 ₹4,900 |
| 10.00 | M& L for Factory made, Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed. | 122.5 | Sqm | 1,200 ₹1.5 L | 1,595 ₹2.0 L | 1,399 ₹1.7 L | 1,500 ₹1.8 L | 1,500 ₹1.8 L | 1,700 ₹2.1 L | 1,399 ₹1.7 L | 1,550 ₹1.9 L |
Updated dates
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
6 May 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/175 OF 2025-2026 SPL REPAIR TO ROADS FROM SHIV MANDIR TO KATLI GATE OF CCSR AT MIL STN KAUSANI UNDER GE RANIKHET
2026_MES_758328_1
89361/25-26/E8
Open Tender
Civil Works
180 days
KAUSANI
Class - B
9 documents required · 9 mandatory
₹1,000
Yes
GE (MES) RANIKHET
₹1.8 L
Yes
22 May 2026
28 Mar 2026
13 May 2026
28 Mar 2026
6 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Scarifying 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. | |||||
| 2M & 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. | |||||
| 3M&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. | |||||
| 4M&L for applying evenly a priming/tack coat with bituminous primer (Paving bitumen) VG -10 @ 10 Kg per 10 Sqm on unsurfaced water bound macadam including 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. complete all as specified and directed. | |||||
| 5M&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. | |||||
| 6M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 5 kg per 10 sq metre on existing blak top surfaces complete all as specified and directed. | |||||
| 7M&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. | |||||
| 8M&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. | |||||
| 9Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. complete all as specified and directed. | |||||
| 10M& L for Factory made, Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed. | |||||
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