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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.6 LAccepted-AOC VPO BAILLY TEHSIL DALHOUSIE DISTT CHAMBA HP PIN 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹31.6 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹33.1 L+₹1.5 L (4.68%)Rejected-AOC | ₹33.1 L+₹1.5 L (4.68%) | L2 | Rejected-AOC Not Being L1 |
| 3 | L3₹34.7 L+₹3.1 L (9.87%)Rejected-AOC | ₹34.7 L+₹3.1 L (9.87%) | L3 | Rejected-AOC Not Being L1 |
| 4 | L4₹34.8 L+₹3.2 L (10.2%)Rejected-AOC | ₹34.8 L+₹3.2 L (10.2%) | L4 | Rejected-AOC Not Being L1 |
| 5 | L5₹35.3 L+₹3.7 L (11.6%)Rejected-AOC | ₹35.3 L+₹3.7 L (11.6%) | L5 | Rejected-AOC Not Being L1 |
| Sl No | Description | Qty | Unit | m/S Varun Gupta L6 | M/s Joginder Paul Bhatia L4 | M/S Ajay Kumar Mahajan L3 | R.K.CONSTRUCTION ENGINEERS L7 | Havish Construction L1 | GULATIFABRICATORS L9 | M/S YOGESHWAR ASSOCAITES GOVT CONTRACTOR L8 | MS ROSHAN LAL THAKUR L2 | Eshaan Construction Co. L10 | M/S WALIA ENGINEERS L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and as directed. | 2,044 | Sqm | 25 ₹51,100 | 45 ₹91,980 | 100 ₹2,04,400 | 51.11 ₹1,04,468.84 | 10 ₹20,440 Lowest | 50 ₹1,02,200 | 15 ₹30,660 | 109 ₹2,22,796 | 50 ₹1,02,200 | 50 ₹1,02,200 |
| 2.00 | Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified. | 204.4 | Cum | 1,225 ₹2,50,390 | 870 ₹1,77,828 | 1,200 ₹2,45,280 | 1,501.11 ₹3,06,826.88 | 850 ₹1,73,740 | 2,100 ₹4,29,240 | 500 ₹1,02,200 Lowest | 1,200 ₹2,45,280 | 2,000 ₹4,08,800 | 1,700 ₹3,47,480 |
| 3.00 | M&L PCC 1:4:8 type D-2 (40MM graded aggregate as in sub base 75mm thick complete all as specified. | 2,044 | Sqm | 300 ₹6,13,200 | 270 ₹5,51,880 | 240 ₹4,90,560 Lowest | 301.11 ₹6,15,468.84 | 300 ₹6,13,200 | 301 ₹6,15,244 | 400 ₹8,17,600 | 350 ₹7,15,400 | 500 ₹10,22,000 | 340 ₹6,94,960 |
| 4.00 | M&L for 50 mm thick Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. | 102.2 | Cum | 900 ₹91,980 | 850 ₹86,870 Lowest | 1,400 ₹1,43,080 | 1,751.11 ₹1,78,963.44 | 1,500 ₹1,53,300 | 999 ₹1,02,097.8 | 850 ₹86,870 Lowest | 1,500 ₹1,53,300 | 2,000 ₹2,04,400 | 1,650 ₹1,68,630 |
| 5.00 | Machine pressed precast concrete interlocking paver block rubber moulded any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and as directed. | 2,044 | Sqm | 980 ₹20,03,120 | 990 ₹20,23,560 | 850 ₹17,37,400 | 801.11 ₹16,37,468.84 | 720 ₹14,71,680 | 815 ₹16,65,860 | 1,000 ₹20,44,000 | 600 ₹12,26,400 Lowest | 900 ₹18,39,600 | 750 ₹15,33,000 |
| 6.00 | Providing precast cement concrete 1:2:4, type B-1 as in kerb stone, fair faces, including chamfers, weathering’s, throat-ing etc. and setting in CM 1:4 complete all as specified and as directed. | 33.82 | Cum | 5,000 ₹1,69,100 | 4,900 ₹1,65,718 | 4,500 ₹1,52,190 | 5,501.11 ₹1,86,047.54 | 7,000 ₹2,36,740 | 12,001 ₹4,05,873.82 | 4,000 ₹1,35,280 Lowest | 4,800 ₹1,62,336 | 7,000 ₹2,36,740 | 6,500 ₹2,19,830 |
| 7.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | 370.23 | Cum | 45 ₹16,660.35 Lowest | 45 ₹16,660.35 Lowest | 200 ₹74,046 | 101.11 ₹37,433.96 | 250 ₹92,557.5 | 200 ₹74,046 | 100 ₹37,023 | 450 ₹1,66,603.5 | 320 ₹1,18,473.6 | 100 ₹37,023 |
| 8.00 | Excavation in trenches n exc 1.50m wide and not exc 1.50m deep for foundation and getting out in soft / loose soil complete all as specified and as directed. | 63.63 | Cum | 225 ₹14,316.75 | 265 ₹16,861.95 | 190 ₹12,089.7 | 251.11 ₹15,978.13 | 300 ₹19,089 | 500 ₹31,815 | 100 ₹6,363 Lowest | 500 ₹31,815 | 700 ₹44,541 | 350 ₹22,270.5 |
| 9.00 | M & L for modular fly ash bricks as in brick work straight or curved on plan exceeding 6m mean radious built in CM 1:4 complete all as specified and as directed. | 30.7 | Cum | 6,255 ₹1,92,028.5 | 5,580 ₹1,71,306 | 8,200 ₹2,51,740 | 6,501.11 ₹1,99,584.08 | 6,000 ₹1,84,200 | 6,700 ₹2,05,690 | 7,500 ₹2,30,250 | 5,000 ₹1,53,500 Lowest | 5,500 ₹1,68,850 | 7,000 ₹2,14,900 |
| 10.00 | M&L for PCC type B-1, 1:2:4 (using 40 mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. | 2.1 | Cum | 5,000 ₹10,500 | 6,350 ₹13,335 | 4,500 ₹9,450 | 5,501.11 ₹11,552.33 | 6,500 ₹13,650 | 6,000 ₹12,600 | 4,000 ₹8,400 Lowest | 6,500 ₹13,650 | 7,500 ₹15,750 | 4,000 ₹8,400 Lowest |
Tender Value
₹43.4 L
EMD Value
₹86,800
Closing Date
18 Jul 2026, 6:00 pmClosed
CWE YOL
HEADQUARTERS COMMANDER WORKS ENGINEER YOL
PROVN OF INTERLOCKING TILES ALONGWITH DRAINS AT VARIOUS LOC OF SFTS BAKLOH UNDER AGE(I) DALHOUSIE.
2026_MES_773824_1
CWE/Y-43/2026-27
Open Tender
Civil Works
Item Rate
180 days
BAKLOH
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
AGE (I) DALHOUSIE
₹86,800
Yes
14 Sept 2026
20 Jun 2026
25 Jul 2026
20 Jun 2026
18 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and as directed. | 2,044 | Sqm | - | - |
| 2 | Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified. | 204.4 | Cum | - | - |
| 3 | M&L PCC 1:4:8 type D-2 (40MM graded aggregate as in sub base 75mm thick complete all as specified. | 2,044 | Sqm | - | - |
| 4 | M&L for 50 mm thick Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. | 102.2 | Cum | - | - |
| 5 | Machine pressed precast concrete interlocking paver block rubber moulded any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and as directed. | 2,044 | Sqm | - | - |
| 6 | Providing precast cement concrete 1:2:4, type B-1 as in kerb stone, fair faces, including chamfers, weathering’s, throat-ing etc. and setting in CM 1:4 complete all as specified and as directed. | 33.82 | Cum | - | - |
| 7 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | 370.23 | Cum | - | - |
| 8 | Excavation in trenches n exc 1.50m wide and not exc 1.50m deep for foundation and getting out in soft / loose soil complete all as specified and as directed. | 63.63 | Cum | - | - |
| 9 | M & L for modular fly ash bricks as in brick work straight or curved on plan exceeding 6m mean radious built in CM 1:4 complete all as specified and as directed. | 30.7 | Cum | - | - |
| 10 | M&L for PCC type B-1, 1:2:4 (using 40 mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. | 2.1 | Cum | - | - |
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