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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.7 LAccepted-AOC KASERU BAKSAR OPP TALWAR PETROL PUMP MAWANA ROAD MEERUT UP PIN 250002 | MEERUT | UTTAR PRADESH | 250002 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹82.3 L+₹3.6 L (4.64%)Rejected-Finance GANDHI CHOWK LANSDOWNE DISTT PAURI GARHWAL PIN 246155 | PAURI GARHWAL | UTTARAKHAND | 246155 | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹1.1 Cr+₹31.2 L (39.6%)Rejected-Finance OPP AIR FORCE STATION VPO SORANA DISTT SAHARANPUR UP PIN 247 232 | SAHARANPUR | UTTAR PRADESH | 247232 | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹1.2 Cr+₹40.1 L (51.0%)Rejected-Finance PLOT NO 261 SHANTI KUNJ ALWAR 301415 RAJ | ALWAR | RAJASTHAN | 301415 | L4 | Rejected-Finance Other than lowest | |
| 5 | L5₹1.2 Cr+₹41.7 L (53.0%)Rejected-Finance H NO 02 BALLUPUR ROAD DEHRADUN UK PIN 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | PIONEER REFRIGERATION AND ELECTRICALS L2 | RADHA ENTERPRISES L4 | M/S VIJAY TRADERS L5 | Panwar Construction Co. L6 | NAGAR ASSOCIATES L1 | SUBHASH CHAND CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, not exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed. | 987 | Cum | 248 ₹2,44,776 | 340 ₹3,35,580 | 225 ₹2,22,075 | 450 ₹4,44,150 | 100 ₹98,700 Lowest | 400 ₹3,94,800 |
| 2.00 | Returning, filling (soil) in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 123 | Cum | 148 ₹18,204 | 200 ₹24,600 | 50 ₹6,150 Lowest | 200 ₹24,600 | 50 ₹6,150 Lowest | 200 ₹24,600 |
| 3.00 | Removing excavated material exc 250m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 864 | Cum | 49 ₹42,336 Lowest | 100 ₹86,400 | 125 ₹1,08,000 | 450 ₹3,88,800 | 50 ₹43,200 | 300 ₹2,59,200 |
| 4.00 | M&L for PCC (1:4:8) Type D2 (using 40 mm graded stone aggre-gate) as in foundations, filling and mass-concrete complete all as specified and directed. | 209.1 | Cum | 2,800 ₹5,85,480 Lowest | 4,980 ₹10,41,318 | 3,800 ₹7,94,580 | 5,000 ₹10,45,500 | 3,800 ₹7,94,580 | 4,500 ₹9,40,950 |
| 5.00 | M&L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, stone masonary work built in CM (1:6) complete all as specified and as directed.
Note :- Only quantity of PCC bond stone to be deducted from quantity of random rubble masonary. | 1,750.3 | Cum | 3,648 ₹63,85,094.4 | 4,750 ₹83,13,925 | 5,500 ₹96,26,650 | 5,000 ₹87,51,500 | 3,300 ₹57,75,990 Lowest | 4,600 ₹80,51,380 |
| 6.00 | Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surfacae not exceeding 40mm to face stone for Lime or sand stone and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto course complet all as specified and directed. | 1,327 | Sqm | 48 ₹63,696 | 320 ₹4,24,640 | 35 ₹46,445 | 1,050 ₹13,93,350 | 20 ₹26,540 Lowest | 30 ₹39,810 |
| 7.00 | M&L for raised pointing in cement mortar (1:4) to random rubble or polygon rubble masonary uncoursed or brought upto course complete all as specified and directed. | 132.7 | 10Sqm | 1,200 ₹1,59,240 | 2,250 ₹2,98,575 | 600 ₹79,620 Lowest | 1,250 ₹1,65,875 | 1,400 ₹1,85,780 | 1,000 ₹1,32,700 |
| 8.00 | M&L for PCC (1:2:4) type B-1, using 20mm graded stone aggregates, as in kerb/ benching/ coping, bed plates, for fixing of hold fast, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed. | 4.16 | Cum | 4,500 ₹18,720 Lowest | 7,000 ₹29,120 | 6,000 ₹24,960 | 10,500 ₹43,680 | 4,500 ₹18,720 Lowest | 7,000 ₹29,120 |
| 9.00 | S&F 110 mm bore PVC (SWR) pipes single socketed in any length (for weep holes) complete all as specified and as directed. | 1,021.65 | RM | 240 ₹2,45,196 | 340 ₹3,47,361 | 350 ₹3,57,577.5 | 250 ₹2,55,412.5 | 200 ₹2,04,330 Lowest | 250 ₹2,55,412.5 |
| 10.00 | M&L for Precast PCC (1:3:6) type C-1, using 20mm graded crushed stone aggregate concrete in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings.kneelers, apex stones, pier caps,columns, posts, boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling).corbels, brackets,etc. (of any section indicated), with plain fair faces,including chamfers, weatherings,throating etc. with joints to match, set in cement mortar (1:4), complete all as specified and directed. | 155.95 | Cum | 2,700 ₹4,21,065 Lowest | 5,400 ₹8,42,130 | 4,100 ₹6,39,395 | 6,000 ₹9,35,700 | 4,000 ₹6,23,800 | 4,500 ₹7,01,775 |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
27 May 2026, 6:00 pmClosed
CWE Hills Dehradun
HQ CWE Hills Mall Road Dehradun Cantt 248003
PROVN OF RETAINING WALL AT VARIOUS PLACES AT LANSDOWNE
2026_MES_762361_1
87292/LDN/E8
Open Tender
Civil Works
Item Rate
150 days
AGE (I) Lansdowne
Class B Cat a (i)
6 documents required · 6 mandatory
₹1,000
Yes
AGE (I) Lansdowne
₹2.2 L
Yes
13 Jul 2026
27 Apr 2026
5 Jun 2026
27 Apr 2026
27 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, not exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed. | 987 | Cum | 1,026 | ₹10,12,662 |
| - | Returning, filling (soil) in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 123 | Cum | 139.1 | ₹17,109.3 |
| 3 | Removing excavated material exc 250m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 864 | Cum | 324 | ₹2,79,936 |
| 4 | M&L for PCC (1:4:8) Type D2 (using 40 mm graded stone aggre-gate) as in foundations, filling and mass-concrete complete all as specified and directed. | 209.1 | Cum | 5,483.1 | ₹11,46,516.21 |
| 5 | M&L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, stone masonary work built in CM (1:6) complete all as specified and as directed.
Note :- Only quantity of PCC bond stone to be deducted from quantity of random rubble masonary. | 1,750.3 | Cum | 4,545.51 | ₹79,56,006.15 |
| 6 | Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surfacae not exceeding 40mm to face stone for Lime or sand stone and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto course complet all as specified and directed. | 1,327 | Sqm | 175.52 | ₹2,32,915.04 |
| 7 | M&L for raised pointing in cement mortar (1:4) to random rubble or polygon rubble masonary uncoursed or brought upto course complete all as specified and directed. | 132.7 | 10Sqm | 2,562.55 | ₹3,40,050.39 |
| 8 | M&L for PCC (1:2:4) type B-1, using 20mm graded stone aggregates, as in kerb/ benching/ coping, bed plates, for fixing of hold fast, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed. | 4.16 | Cum | 9,259.4 | ₹38,519.1 |
| 9 | S&F 110 mm bore PVC (SWR) pipes single socketed in any length (for weep holes) complete all as specified and as directed. | 1,021.65 | RM | 190 | ₹1,94,113.5 |
| 10 | M&L for Precast PCC (1:3:6) type C-1, using 20mm graded crushed stone aggregate concrete in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings.kneelers, apex stones, pier caps,columns, posts, boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling).corbels, brackets,etc. (of any section indicated), with plain fair faces,including chamfers, weatherings,throating etc. with joints to match, set in cement mortar (1:4), complete all as specified and directed. | 155.95 | Cum | 10,366.8 | ₹16,16,702.46 |
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