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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹11.2 L+₹47,608 (4.45%)Rejected-Finance VILL SILPATA POST OFFICE PITHORAGARH DISTT PITHORAGARH UTTARAKHAND 262501 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹12.9 L+₹2.2 L (20.7%)Rejected-Finance 5 NIYAL BHAWAN OPPOSITE ROYAN IN FILED SHOWROOM JHULAGHAT ROAD BIN BRANCH PO BIN PITHORAGARH PITHORAGARH UTTARAKHAND 262501 | PITHORAGARH | UTTARAKHAND | 262501 | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹13.5 L+₹2.8 L (26.1%)Rejected-Finance VILL KASHNI NEAR AANCHAL DAIRY PO BIN PITHORAGARH UTTARAKHAND PIN 262508 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262508 | L4 | Rejected-Finance Other than lowest | |
| 5 | L5₹14.3 L+₹3.6 L (33.6%)Rejected-Finance CANTT ROAD KASHNI BIN PITHORAGARH UTTARAKHAND 262520 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262520 | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | M/s J P Traders L4 | m/s RC punetha L2 | m/s vishnu kumar agarwal L5 | M/S M K CONSTRUCTION L3 | M/S RAMESH SINGH ADHIKARI L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete unreinforced in ground floors and paving n.exc 15cm thickness (below or ground level) complete all as specified and directed | 27.38 | Cum | 900 ₹24,642 | 300 ₹8,214 Lowest | 1,100 ₹30,118 | 800 ₹21,904 | 700 ₹19,166 |
| 2.00 | M&L for PCC 1:3:6 type C-2 (using 40mm graded aggregate) as in subbases,/sub floors/pavings etc complete all as specified and directed. | 7.38 | Cum | 7,000 ₹51,660 | 5,000 ₹36,900 Lowest | 8,000 ₹59,040 | 6,500 ₹47,970 | 5,000 ₹36,900 Lowest |
| 3.00 | M&L for cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete less than 25 cm including necessary formwork complete all as specified and directed by Engr-in-Charge. | 20 | Cum | 13,000 ₹2,60,000 | 12,000 ₹2,40,000 Lowest | 14,000 ₹2,80,000 | 12,425 ₹2,48,500 | 12,500 ₹2,50,000 |
| 4.00 | M&L for Finishing surface of concrete roads, pavements by brooming complete all as specified and directed. | 16 | 10 sqm | 500 ₹8,000 | 200 ₹3,200 | 550 ₹8,800 | 400 ₹6,400 | 100 ₹1,600 Lowest |
| 5.00 | M&L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B for 125 mm thick concrete slab complete all as specified and directed. | 10 | 10 RM | 1,500 ₹15,000 | 200 ₹2,000 Lowest | 1,450 ₹14,500 | 1,400 ₹14,000 | 500 ₹5,000 |
| 6.00 | M & L for 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 and Applying evenly a tack coat of Bitumen VG-10 grade conforming to IS :73 at a rate of application of 5 kg/ 10 sqm complete all as specified and directed | 105.6 | 10 Sqm | 1,000 ₹1,05,600 | 700 ₹73,920 | 990 ₹1,04,544 | 800 ₹84,480 | 400 ₹42,240 Lowest |
| 7.00 | M & L for Providing and consolidating (consolidated thickness 75mm or less) thick premix Bituminous Macadam using min 4.0% VG 30 grade binder by weight of total mix aggregate gradation as per Grading 2 of Table 500- 1 0 of MoRTH specification for road and bridge works 2013 , rolled and compacted to required camber and gradient including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed.
Note :(i) Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under this item then a minus adjustment @ 60 per kg rate of bitumen (less consumption) shall be applied on the quoted rate of contractor against this item, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula.
(ii) Design Mix for bituminous macadam shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. | 15.84 | Cum | 9,500 ₹1,50,480 | 7,000 ₹1,10,880 Lowest | 11,000 ₹1,74,240 | 9,075 ₹1,43,748 | 8,500 ₹1,34,640 |
| 8.00 | M&L for bituminous premixed carpet, 30 mm consolidated thickness, with 0.40 cum of stone chippings mixed with 21.90 kg of binder VG-30, laid and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient and sealed with premixed sand seal coat with 0.06 cum of sand mixed with 6.8 kg of bitumen, VG-30 applied and rolled to a uniform smooth surface complete all as specified and directed. | 105.6 | 10 SQM | 6,800 ₹7,18,080 | 5,900 ₹6,23,040 | 7,000 ₹7,39,200 | 6,800 ₹7,18,080 | 5,000 ₹5,28,000 Lowest |
| 9.00 | M&L for painting lines, dashes, arrows, letters etc, on road pavements and the like exc. 10cm wide with road marking paint, white or golden yellow with adequate no of coats complete all as specified and as directed. | 66 | Sqm | 251 ₹16,566 | 300 ₹19,800 | 300 ₹19,800 | 100 ₹6,600 Lowest | 800 ₹52,800 |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
23 Aug 2025, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CA NO. CWE/HILLS/PGH/76 OF 2025-2026 REPAIR TO ROAD, ROAD FURNITURE AT MIL STN DHARCHULA AND MIL STN CHARMAGAD UNDER GE PITHORAGARH
2025_MES_722846_1
89265/25-26/E8
Open Tender
Civil Works - Roads
Item Rate
150 days
DHARCHULA AND CHARMAGAD
Class - E
8 documents required · 8 mandatory
₹500
GE (MES) PITHORAGARH
₹24,000
Yes
15 Sept 2025
26 Jul 2025
30 Aug 2025
26 Jul 2025
23 Aug 2025
9 Aug 2025
Amount
Demolition of cement concrete unreinforced in ground floors and paving n.exc 15cm thickness (below or ground level) complete all as specified and directed
M&L for PCC 1:3:6 type C-2 (using 40mm graded aggregate) as in subbases,/sub floors/pavings etc complete all as specified and directed.
M&L for cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete less than 25 cm including necessary formwork complete all as specified and directed by Engr-in-Charge.
M&L for Finishing surface of concrete roads, pavements by brooming complete all as specified and directed.
M&L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B for 125 mm thick concrete slab complete all as specified and directed.
M & L for 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 and Applying evenly a tack coat of Bitumen VG-10 grade conforming to IS :73 at a rate of application of 5 kg/ 10 sqm complete all as specified and directed
M & L for Providing and consolidating (consolidated thickness 75mm or less) thick premix Bituminous Macadam using min 4.0% VG 30 grade binder by weight of total mix aggregate gradation as per Grading 2 of Table 500- 1 0 of MoRTH specification for road and bridge works 2013 , rolled and compacted to required camber and gradient including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed. Note :(i) Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under this item then a minus adjustment @ 60 per kg rate of bitumen (less consumption) shall be applied on the quoted rate of contractor against this item, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. (ii) Design Mix for bituminous macadam shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate.
M&L for bituminous premixed carpet, 30 mm consolidated thickness, with 0.40 cum of stone chippings mixed with 21.90 kg of binder VG-30, laid and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient and sealed with premixed sand seal coat with 0.06 cum of sand mixed with 6.8 kg of bitumen, VG-30 applied and rolled to a uniform smooth surface complete all as specified and directed.
M&L for painting lines, dashes, arrows, letters etc, on road pavements and the like exc. 10cm wide with road marking paint, white or golden yellow with adequate no of coats complete all as specified and as directed.
m/s RC punetha (BID ID -3393362)
M/S M K CONSTRUCTION (BID ID -3391293)
M/s J P Traders (BID ID -3392061)
m/s vishnu kumar agarwal (BID ID -3400537)
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