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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST TENDERER | |
| 2 | L2₹36.9 L+₹2.5 L (7.21%)Rejected-Finance PANDEY BANK THE MALL ROAD RANIKHET DISTRICT ALMORA UTTARAKHAND 263645 | RANIKHET | ALMORA | UTTARAKHAND | 263645 | L2 | Rejected-Finance NOT BEING LOWEST TENDERER | |
| 3 | L3₹38.0 L+₹3.6 L (10.4%)Rejected-Finance 22 JANKALYAN SOCIETY NAVJIVAN AJWA ROAD BARODA 390 019 | BARODA | VADODARA | GUJARAT | 390019 | L3 | Rejected-Finance NOT BEING LOWEST TENDERER | |
| 4 | L4₹38.0 L+₹3.6 L (10.5%)Rejected-Finance TANAKPUR ROAD PITHORAGARH UTTARAKHAND | L4 | Rejected-Finance NOT BEING LOWEST TENDERER | |
| 5 | L5₹38.7 L+₹4.3 L (12.6%)Rejected-Finance TCP BAZAR JOSHIMATH DIST CHAMOLI UK PIN 246443 | JOSHIMATH | CHAMOLI | UK | 246443 | L5 | Rejected-Finance NOT BEING LOWEST TENDERER |
| Sl No | Description | Qty | Unit | MANISH SINGH KUWARBI L1 | aditya construction L3 | M/S G. S. MATIYANI AND SONS L4 | ms triveni nirman L5 | SATISH KUMAR SINGH L2 | M/s RK JOSHI&SONS L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5 mtr deep and getting out in hard & dense type of soil complete all as specified and directed. | 207.21 | Cum | 450 ₹93,244.5 | 300 ₹62,163 Lowest | 550 ₹1,13,965.5 | 400 ₹82,884 | 450 ₹93,244.5 | 325 ₹67,343.25 |
| 2.00 | M &L PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed. | 43.61 | Cum | 5,483 ₹2,39,113.63 | 5,000 ₹2,18,050 Lowest | 6,500 ₹2,83,465 | 5,800 ₹2,52,938 | 6,200 ₹2,70,382 | 7,500 ₹3,27,075 |
| 3.00 | M&L for stone masonry walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:4 | 365.8 | Cum | 5,400 ₹19,75,320 | 8,000 ₹29,26,400 | 5,000 ₹18,29,000 Lowest | 6,500 ₹23,77,700 | 5,500 ₹20,11,900 | 5,500 ₹20,11,900 |
| 4.00 | M & L for providing precast cement concrete bonders (for stone walling) type B1 (1:2:4) using 20 mm graded stone aggregate, set in cm 1:4 complete all as specified and directed. | 5.45 | Cum | 11,053 ₹60,238.85 | 8,000 ₹43,600 | 13,000 ₹70,850 | 10,000 ₹54,500 | 10,900 ₹59,405 | 7,500 ₹40,875 Lowest |
| 5.00 | M&L for providing band, string and plinth courses, blocking courses, plain pillasters, etc.in lime or sand stone straight work complete all as specified and directed | 22.08 | Cum | 6,000 ₹1,32,480 | 2,000 ₹44,160 Lowest | 7,500 ₹1,65,600 | 7,500 ₹1,65,600 | 7,000 ₹1,54,560 | 4,500 ₹99,360 |
| 6.00 | Hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowering) to the required level complete all as specified and directed. | 86.94 | Cum | 1,800 ₹1,56,492 | 1,500 ₹1,30,410 Lowest | 2,200 ₹1,91,268 | 2,200 ₹1,91,268 | 2,000 ₹1,73,880 | 3,500 ₹3,04,290 |
| 7.00 | S&F 110mm bore PVC(SWR) pipes single socketed for weep holes etc , in any length ,as in weep holes complete all as specified and directed. | 1,080 | RM | 500 ₹5,40,000 | 250 ₹2,70,000 Lowest | 650 ₹7,02,000 | 450 ₹4,86,000 | 620 ₹6,69,600 | 345 ₹3,72,600 |
| 8.00 | Extra over stone walling for hammer dressing with maximum depression on face form straight edge held against the surface n.exc 40mm in lime or sand stone dressing to face stone and dressing of face beds and joints of random rubble walling complete all as specified and directed. | 305.9 | sqm | 190 ₹58,121 | 50 ₹15,295 Lowest | 800 ₹2,44,720 | 200 ₹61,180 | 190 ₹58,121 | 4,500 ₹13,76,550 |
| 9.00 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3 | 27.6 | 10 Sqm | 2,600 ₹71,760 | 1,500 ₹41,400 Lowest | 3,000 ₹82,800 | 3,000 ₹82,800 | 2,900 ₹80,040 | 2,345 ₹64,722 |
| 10.00 | M & L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping including weathering, throating and necessary form work complete all as specified and directed. | 0.75 | Cum | 9,500 ₹7,125 | 8,000 ₹6,000 Lowest | 10,000 ₹7,500 | 10,000 ₹7,500 | 9,000 ₹6,750 | 9,000 ₹6,750 |
Tender Value
₹34.6 L
EMD Value
₹69,150
Closing Date
15 Jun 2026, 6:00 pmClosed
GE Ranikhet
GE (MES) RANIKHET
PROVN OF RETAINING WALL NEAR INCINERATOR ROOM AT MH RANIKHET UNDER PARA 35 OF DWP 2020 AT RANIKHET UNDER GE RANIKHET
2026_MES_763780_1
GE/RKT/43 OF 2026-27
Limited
Civil Works
Item Rate
90 days
Ranikhet
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE Ranikhet
₹69,150
Yes
14 Jul 2026
23 May 2026
22 Jun 2026
23 May 2026
15 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas n exc 1.5 mtr deep and getting out in hard & dense type of soil complete all as specified and directed. | 207.21 | Cum | - | - |
| 2 | M &L PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed. | 43.61 | Cum | - | - |
| 3 | M&L for stone masonry walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:4 | 365.8 | Cum | - | - |
| 4 | M & L for providing precast cement concrete bonders (for stone walling) type B1 (1:2:4) using 20 mm graded stone aggregate, set in cm 1:4 complete all as specified and directed. | 5.45 | Cum | - | - |
| 5 | M&L for providing band, string and plinth courses, blocking courses, plain pillasters, etc.in lime or sand stone straight work complete all as specified and directed | 22.08 | Cum | - | - |
| 6 | Hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowering) to the required level complete all as specified and directed. | 86.94 | Cum | - | - |
| 7 | S&F 110mm bore PVC(SWR) pipes single socketed for weep holes etc , in any length ,as in weep holes complete all as specified and directed. | 1,080 | RM | - | - |
| 8 | Extra over stone walling for hammer dressing with maximum depression on face form straight edge held against the surface n.exc 40mm in lime or sand stone dressing to face stone and dressing of face beds and joints of random rubble walling complete all as specified and directed. | 305.9 | sqm | - | - |
| 9 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3 | 27.6 | 10 Sqm | - | - |
| 10 | M & L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping including weathering, throating and necessary form work complete all as specified and directed. | 0.75 | Cum | - | - |
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