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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC 97 ABROL NAGAR PATHANKOT 145001 PB | PATHANKOT | PUNJAB | 145001 | L1 | Accepted-AOC Lowest Tenderer | |
| 2 | L2₹6.8 L+₹64,057.24 (10.4%)Rejected-Finance VPO BAILLY TEHSIL DALHOUSIE DISTT CHAMBA HP PIN 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | L2 | Rejected-Finance Other than lowest tenderer | |
| 3 | L3₹7.2 L+₹99,430.50 (16.1%)Rejected-Finance | L3 | Rejected-Finance Other than lowest tenderer | |
| 4 | L4₹8.2 L+₹2.0 L (32.8%)Rejected-Finance NEAR CIVIL HOSPITAL WARD NO 07 VPO CHOWARI DISTT CHAMBA HP 176302 | CHOWARI | CHAMBA | HP | 176302 | L4 | Rejected-Finance Other than lowest tenderer |
| Sl No | Description | Qty | Unit | m/S Varun Gupta L4 | M/s. Rishav Sood L3 | Eshaan Construction Co. L1 | Havish Construction L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, (in wall or drain) complete all as specified and directed, including Demolition of brick work or stonework or precast concrete articles and precast concrete block walling ,built in cement mortar including all quoins, arches pillars etc but excluding ashlar facings, dressed stonework and precast concrete articles and stacking the serviceable materials within 100m and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed by Engineer-in-Charge. | 78.75 | Cum | 4,500 ₹3,54,375 | 3,400 ₹2,67,750 | 2,200 ₹1,73,250 Lowest | 4,500 ₹3,54,375 |
| 2.00 | M&L for walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, (in wall or drain) complete but except stones, including Demolition of brick work or stonework or precast concrete articles and precast concrete block walling ,built in cement mortar including all quoins, arches pillars etc but excluding ashlar facings ,dressed stonework and precast concrete articles and stacking the serviceable materials within 100m and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed by Engineer-in-Charge. | 5 | Cum | 2,000 ₹10,000 Lowest | 2,400 ₹12,000 | 2,000 ₹10,000 Lowest | 2,000 ₹10,000 Lowest |
| 3.00 | M&L for PCC 1:4:8 Type D-2 (40 mm graded stone agg.) as in foundation filling and mass concrete complete including Demolition of existing concrete of any description and in any position not otherwise specifically complete all as specified and directed by Engineer-in-Charge. | 4.2 | Cum | 3,500 ₹14,700 | 3,200 ₹13,440 Lowest | 5,256 ₹22,075.2 | 4,500 ₹18,900 |
| 4.00 | M&L for precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in bond stones, set in cement mortar 1:4 complete with joints to match complete all as specified and directed by Engineer-in-Charge. | 1.58 | Cum | 6,500 ₹10,270 | 5,500 ₹8,690 Lowest | 8,369 ₹13,223.02 | 6,500 ₹10,270 |
| 5.00 | S&F for mild steel TMT bars 10mm and over, cut to length, bent to shape required, including cranking, bending spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. | 97.18 | Kg | 100 ₹9,718 | 95 ₹9,232.1 | 83 ₹8,065.94 Lowest | 95 ₹9,232.1 |
| 6.00 | M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups,spacers and binders complete all as specified and directed by Engineer-in-Charge. | 94.36 | Kg | 100 ₹9,436 | 96 ₹9,058.56 | 80 ₹7,548.8 Lowest | 95 ₹8,964.2 |
| 7.00 | M&L for PCC 1:2:4 type B1using 20 mm graded stone aggregate as in coping and the like including weathering, slightly rounded or chamfered angle and throathing including necessary form work complete all as specified and directed by Engineer-in-Charge. | 1.35 | Cum | 6,500 ₹8,775 | 5,500 ₹7,425 Lowest | 6,000 ₹8,100 | 5,500 ₹7,425 Lowest |
| 8.00 | M&L for Raised pointing to random or polygonal rubble, uncoursed or brought up to courses in CM 1:4 complete all as specified and directed by Engineer-in-Charge. | 8.75 | X Sqm | 2,000 ₹17,500 | 2,200 ₹19,250 | 1,000 ₹8,750 Lowest | 1,500 ₹13,125 |
| 9.00 | M&L for Raised pointing to random or polygonal rubble, uncoursed or brought up to courses in CM 1:4 on old stone masonary retaining wall, filling the gap between stone course in CM 1:4 , including Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought uo to coursec work built in cement or cement lime mortar complete all as specified and directed by Engineer-in-Charge. | 20 | X Sqm | 2,000 ₹40,000 | 2,300 ₹46,000 | 1,000 ₹20,000 Lowest | 1,500 ₹30,000 |
| 10.00 | S&F for PVC pipe 75mm dia low density of pressure rating 10Kg/Sqcm (in short lengths) fixed in walls as weep holes as in retaining wall complete all as specified and directed by Engineer-in-Charge. | 30.63 | RM | 355 ₹10,873.65 | 180 ₹5,513.4 | 120 ₹3,675.6 Lowest | 150 ₹4,594.5 |
Tender Value
₹9.5 L
EMD Value
₹19,000
Closing Date
11 Jun 2026, 6:00 pmClosed
AGE(I) DALHOUSIE PIN-176305
AGE(I) DALHOUSIE CANTT MES PIN-176305
REPAIR/ REPLACEMENT OF RETAINING WALL, DRAIN AND PATHWAYS AT BAKLOH CANTT UNDER AGE(I) DALHOUSIE CANTT
2026_MES_766401_1
AGE(I)/D-08/2026-27
Open Tender
Civil Works
Item Rate
180 days
AGE(I) DALHOUSIE
Class E and above category a(i)
8 documents required · 8 mandatory
₹500
AGE(I) DALHOUSIE
₹19,000
Yes
10 Jul 2026
19 May 2026
18 Jun 2026
19 May 2026
11 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, (in wall or drain) complete all as specified and directed, including Demolition of brick work or stonework or precast concrete articles and precast concrete block walling ,built in cement mortar including all quoins, arches pillars etc but excluding ashlar facings, dressed stonework and precast concrete articles and stacking the serviceable materials within 100m and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed by Engineer-in-Charge. | 78.75 | Cum | - | - |
| - | M&L for walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, (in wall or drain) complete but except stones, including Demolition of brick work or stonework or precast concrete articles and precast concrete block walling ,built in cement mortar including all quoins, arches pillars etc but excluding ashlar facings ,dressed stonework and precast concrete articles and stacking the serviceable materials within 100m and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed by Engineer-in-Charge. | 5 | Cum | 64 | ₹320 |
| - | M&L for PCC 1:4:8 Type D-2 (40 mm graded stone agg.) as in foundation filling and mass concrete complete including Demolition of existing concrete of any description and in any position not otherwise specifically complete all as specified and directed by Engineer-in-Charge. | 4.2 | Cum | 64 | ₹268.8 |
| - | M&L for precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in bond stones, set in cement mortar 1:4 complete with joints to match complete all as specified and directed by Engineer-in-Charge. | 1.58 | Cum | 7 | ₹11.06 |
| - | S&F for mild steel TMT bars 10mm and over, cut to length, bent to shape required, including cranking, bending spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. | 97.18 | Kg | 19 | ₹1,846.42 |
| - | M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups,spacers and binders complete all as specified and directed by Engineer-in-Charge. | 94.36 | Kg | - | - |
| - | M&L for PCC 1:2:4 type B1using 20 mm graded stone aggregate as in coping and the like including weathering, slightly rounded or chamfered angle and throathing including necessary form work complete all as specified and directed by Engineer-in-Charge. | 1.35 | Cum | 64 | ₹86.4 |
| - | M&L for Raised pointing to random or polygonal rubble, uncoursed or brought up to courses in CM 1:4 complete all as specified and directed by Engineer-in-Charge. | 8.75 | X Sqm | 7 | ₹61.25 |
| - | M&L for Raised pointing to random or polygonal rubble, uncoursed or brought up to courses in CM 1:4 on old stone masonary retaining wall, filling the gap between stone course in CM 1:4 , including Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought uo to coursec work built in cement or cement lime mortar complete all as specified and directed by Engineer-in-Charge. | 20 | X Sqm | 19 | ₹380 |
| - | S&F for PVC pipe 75mm dia low density of pressure rating 10Kg/Sqcm (in short lengths) fixed in walls as weep holes as in retaining wall complete all as specified and directed by Engineer-in-Charge. | 30.63 | RM | - | - |
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