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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 LAccepted-AOC 24 824 GOVERDHAN COLONY MAIN BHIND ROAD GOLE KA MANDIR | L1 | Accepted-AOC After deduction Sch of Credit Rs. 17,775.00 and 350.00 | |
| 2 | L2₹51.7 L+₹7.0 L (15.7%)Rejected-Finance S NO 41 4K JAIHIND SOCIETY GANESH NAGAR NEAR ANAND PARK VADGAON SHERI PUNE 411 014 | PUNE | PUNE | MAHARASHTRA | 411014 | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹55.9 L+₹11.2 L (25.1%)Rejected-Finance | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹56.0 L+₹11.3 L (25.2%)Rejected-Finance 22 JANKALYAN SOCIETY NAVJIVAN AJWA ROAD BARODA 390 019 | BARODA | VADODARA | GUJARAT | 390019 | L4 | Rejected-Finance Other than lowest | |
| 5 | L5₹59.2 L+₹14.5 L (32.4%)Rejected-Finance PANDEY BANK THE MALL ROAD RANIKHET DISTRICT ALMORA UTTARAKHAND 263645 | RANIKHET | ALMORA | UTTARAKHAND | 263645 | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | SATISH KUMAR SINGH L5 | ANAND ENTERPRISES L1 | aditya construction L4 | M/S BIPIN CHANDRA JOSHI L3 | Om Infra L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n.exc 400 sq m and exc 50 mm and n.exc 100 mm deep complete all as specified and directed by Engr-in-Charge. | 237 | Ten Sqm | 100 ₹23,700 Lowest | 200 ₹47,400 | 100 ₹23,700 Lowest | 750 ₹1,77,750 | 100 ₹23,700 Lowest |
| 2.00 | 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, 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, 2013. complete all as specified and directed by Engr-in-Charge. | 32 | Ten Sqm | 3,000 ₹96,000 | 5,000 ₹1,60,000 | 3,500 ₹1,12,000 | 4,000 ₹1,28,000 | 2,000 ₹64,000 Lowest |
| 3.00 | M&L Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specifications for Road and Bridge works 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 80-1OOKN 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 MORTH specifications for Road and Bridge works 2013, complete all as specified & directed. | 62 | Ten Sqm | 8,000 ₹4,96,000 | 3,200 ₹1,98,400 | 3,000 ₹1,86,000 | 2,200 ₹1,36,400 | 1,500 ₹93,000 Lowest |
| 4.00 | M&L for applying evenly a priming/tack coat with bituminous primer (using paving bitumen VG-30) at 10 Kg per 10 Sqm complete all as specified and directed by Engr-in-charge. | 237 | Ten Sqm | 500 ₹1,18,500 | 300 ₹71,100 Lowest | 500 ₹1,18,500 | 350 ₹82,950 | 500 ₹1,18,500 |
| 5.00 | M&L for premix bituminous, macadam using with paving bitumen VG-30 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. | 143 | Cum | 8,000 ₹11,44,000 | 7,500 ₹10,72,500 Lowest | 10,000 ₹14,30,000 | 9,500 ₹13,58,500 | 9,000 ₹12,87,000 |
| 6.00 | Preparing black top 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 by Engr-in-Charge. | 248.1 | Ten Sqm | 100 ₹24,810 Lowest | 200 ₹49,620 | 100 ₹24,810 Lowest | 100 ₹24,810 Lowest | 100 ₹24,810 Lowest |
| 7.00 | M&L applying priming / tack coat with paving bituminous (VG-30) primer @ 5 Kg per 10 Sqm over old black top surfaces. | 485 | Ten Sqm | 500 ₹2,42,500 | 232 ₹1,12,520 | 340 ₹1,64,900 | 250 ₹1,21,250 | 200 ₹97,000 Lowest |
| 8.00 | M&L for bituminous premix asphaltic semi dense concrete, 30mm (consolidated thickness) with 5.5% paving bitumen binder of VG-30, 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. | 485 | Ten Sqm | 5,300 ₹25,70,500 | 4,200 ₹20,37,000 Lowest | 6,000 ₹29,10,000 | 5,300 ₹25,70,500 | 5,300 ₹25,70,500 |
| 9.00 | M&L for laying hot applied thermoplastic compound (paint) 2.5 mm thick including reflecting glass beads incl cost of all materials, labour, machinery, T&P etc. required for proper completion of work incl all other charges. The finished surfaces to be level, uniform and free from streaks and holes as per MORTH specification No. 803 as per IRC. Painting lines, dashes, arrows, letters etc. on roads, pavements and the like not less than 10 cm wide with roadmarking paint, white or golden yellow all as specified & directed. | 308 | Sqm | 600 ₹1,84,800 | 600 ₹1,84,800 | 500 ₹1,54,000 | 600 ₹1,84,800 | 400 ₹1,23,200 Lowest |
| 10.00 | Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness.(below or above ground level) complete all as specified and directed. | 101.5 | Cum | 300 ₹30,450 | 200 ₹20,300 | 100 ₹10,150 Lowest | 300 ₹30,450 | 100 ₹10,150 Lowest |
Tender Value
₹59.0 L
EMD Value
₹1.1 L
Closing Date
26 Jul 2025, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CA NO. CWE/HILLS/RKT/23 OF 2025-2026 SPECIAL REPAIR TO ROAD FROM ENTRY POINT TO MAIN GATE OF C COMP SIG REGT AT MIL STN KAUSANI AND SPECIAL REPAIR TO ROAD FROM HELIPAD TO A-MESS OF C COMP SIG REGT AT MIL STN KAUSANI UNDER GE RANIKHET
2025_MES_716030_1
89217/25-26/E8
Open Tender
Civil Works
Item Rate
180 days
KAUSANI
Class - C
8 documents required · 8 mandatory
₹1,000
GE (MES) RANIKHET
₹1.1 L
Yes
18 Sept 2025
21 Jun 2025
2 Aug 2025
21 Jun 2025
26 Jul 2025
12 Jul 2025
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n.exc 400 sq m and exc 50 mm and n.exc 100 mm deep complete all as specified and directed by Engr-in-Charge.
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, 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, 2013. complete all as specified and directed by Engr-in-Charge.
M&L Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specifications for Road and Bridge works 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 80-1OOKN 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 MORTH specifications for Road and Bridge works 2013, complete all as specified & directed.
M&L for applying evenly a priming/tack coat with bituminous primer (using paving bitumen VG-30) at 10 Kg per 10 Sqm complete all as specified and directed by Engr-in-charge.
M&L for premix bituminous, macadam using with paving bitumen VG-30 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.
Preparing black top 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 by Engr-in-Charge.
M&L applying priming / tack coat with paving bituminous (VG-30) primer @ 5 Kg per 10 Sqm over old black top surfaces.
M&L for bituminous premix asphaltic semi dense concrete, 30mm (consolidated thickness) with 5.5% paving bitumen binder of VG-30, 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.
M&L for laying hot applied thermoplastic compound (paint) 2.5 mm thick including reflecting glass beads incl cost of all materials, labour, machinery, T&P etc. required for proper completion of work incl all other charges. The finished surfaces to be level, uniform and free from streaks and holes as per MORTH specification No. 803 as per IRC. Painting lines, dashes, arrows, letters etc. on roads, pavements and the like not less than 10 cm wide with roadmarking paint, white or golden yellow all as specified & directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness.(below or above ground level) complete all as specified and directed.
M&L for cement concrete type B2 1:2:4 (40 mm graded aggregate) in surface channels and drains complete all as specified and directed.
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil complete all as specified and directed.
M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200mm bore complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed.
Removing Excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
M&L for Reinforced concrete pipes bore of pipe 200 mm, class NP2, laid and jointed in cement mortar 1:1 complete with collars complete all as specified & directed.
Om Infra (BID ID -3372474)
M/S BIPIN CHANDRA JOSHI (BID ID -3364571)
aditya construction (BID ID -3369379)
SATISH KUMAR SINGH (BID ID -3357065)
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