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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAccepted-AOC | ₹35.4 L Quoted ₹35.6 L | L1 | Accepted-AOC DUE TO L1 BIDDER |
| 2 | L2₹39.2 L+₹3.6 L (10.0%)Rejected-Finance | ₹39.2 L+₹3.6 L (10.0%) | L2 | Rejected-Finance REJECTED DUE TO L2 BIDDER |
| 3 | L3₹39.3 L+₹3.7 L (10.3%)Rejected-Finance | ₹39.3 L+₹3.7 L (10.3%) | L3 | Rejected-Finance REJECTED DUE TO L3 BIDDER |
| 4 | L4₹39.7 L+₹4.1 L (11.5%)Rejected-Finance | ₹39.7 L+₹4.1 L (11.5%) | L4 | Rejected-Finance REJECTED DUE TO L4 BIDDER |
| 5 | L5₹40.0 L+₹4.4 L (12.3%)Rejected-Finance | ₹40.0 L+₹4.4 L (12.3%) | L5 | Rejected-Finance REJECTED DUE TO L5 BIDDER |
| Sl No | Description | Qty | Unit | rd enterprise L6 | M/S KARKIES CONSTRUCTION & CO L2 | M/S EVERGREEN KAMENG VALLEY SYNDICATE L3 | M/S JNC CONSTRUCTION L1 | M/S ASHOK CONSTRUCTION L4 | MS SANGRILA SYNDICATE L5 | M/S THONGDOK ASSOCIATES L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n,exc 1.5 m wide and n.exc 1.5 m deep for foundation and getting out in hard/dense soil all as specified and directed by Engr-in-Charge. | 93.2 | Cum | 989 ₹92,174.8 | 969 ₹90,310.8 | 972 ₹90,590.4 | 960 ₹89,472 Lowest | 974.4 ₹90,814.08 | 981.33 ₹91,459.96 | 1,000.96 ₹93,289.47 |
| 2.00 | M&L PCC 1:2:4 type B2(using 40mm graded aggregate)as in suface channel and drain etc all as specified and directed by Engr-in-Charge. | 11.2 | Cum | 9,633 ₹1,07,889.6 | 6,444 ₹72,172.8 Lowest | 6,467 ₹72,430.4 | 9,350 ₹1,04,720 | 9,490.25 ₹1,06,290.8 | 9,557.77 ₹1,07,047.02 | 9,748.92 ₹1,09,187.9 |
| 3.00 | Returning/filling in including spreading, levelling, watering and well remming in hard/dense soil . | 26.44 | Cum | 206 ₹5,446.64 | 202 ₹5,340.88 | 202.5 ₹5,354.1 | 200 ₹5,288 Lowest | 203 ₹5,367.32 | 204.44 ₹5,405.39 | 208.53 ₹5,513.53 |
| 4.00 | Removing excavated material n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point. | 63 | Cum | 469 ₹29,547 | 460 ₹28,980 | 460.69 ₹29,023.47 | 455 ₹28,665 Lowest | 461.83 ₹29,095.29 | 465.11 ₹29,301.93 | 474.41 ₹29,887.83 |
| 5.00 | M&L for PCC 1:3:6 type C-1(20 mm graded aggregate) precast cement concrete block masonry with solid blocks exc 10 cm in width and setting in CM 1:6 etc complete all as specified and directed by Engr-in-Charge. | 87.2 | Cum | 12,342 ₹10,76,222.4 | 12,100 ₹10,55,120 | 12,129.75 ₹10,57,714.2 | 11,980 ₹10,44,656 Lowest | 12,159.7 ₹10,60,325.84 | 12,246 ₹10,67,851.2 | 12,491.13 ₹10,89,226.54 |
| 6.00 | M&L for providing PCC (1:3:6) type C1 using (20mm graded crush stone aggregate) as in copings including necessary formwork complete all as specified and directed by Engr-in-Charge. | 1.34 | Cum | 12,620 ₹16,910.8 | 12,373 ₹16,579.82 | 12,403.13 ₹16,620.19 | 12,250 ₹16,415 Lowest | 12,433.75 ₹16,661.23 | 12,522 ₹16,779.48 | 12,772.65 ₹17,115.35 |
| 7.00 | M&L for rendering 15 mm in CM (1:6) over concrete wall surfaces finished even and smooth without using extra cement complete all as specified and directed. | 112 | Sqm | 412 ₹46,144 | 404 ₹45,248 | 405 ₹45,360 | 400 ₹44,800 Lowest | 406 ₹45,472 | 408.89 ₹45,795.68 | 417.07 ₹46,711.84 |
| 8.00 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed by Engr-in-Charge. | 112 | Rm | 62 ₹6,944 | 61 ₹6,832 | 60.75 ₹6,804 | 60 ₹6,720 Lowest | 60.9 ₹6,820.8 | 61.33 ₹6,868.96 | 62.56 ₹7,006.72 |
| 9.00 | M&L for MS TMT bars 10mm dia and over, cut to length, bend to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 354.33 | Kg | 124 ₹43,936.92 | 121.2 ₹42,944.8 | 121.5 ₹43,051.1 | 120 ₹42,519.6 Lowest | 121.8 ₹43,157.39 | 122.67 ₹43,465.66 | 125.12 ₹44,333.77 |
| 10.00 | M&L for providing pre-cast RCC (1:2:4) type B1 using (20mm graded crush stone aggregate) as in cover slabs of manholes and similar location including necessary formwork and set in CM 1:4 complete all as specified and directed by Engr-in-Charge. | 5.38 | Cum | 16,154 ₹86,908.52 | 15,836.8 ₹85,201.98 | 15,876 ₹85,412.88 | 15,680 ₹84,358.4 Lowest | 15,915.2 ₹85,623.78 | 16,028.43 ₹86,232.95 | 16,348.99 ₹87,957.57 |
Tender Value
₹34.9 L
EMD Value
₹69,800
Closing Date
20 Aug 2026, 6:00 pmClosed
GE TENGA
GE TENGA PIN-790116 C/O 99 APO
PROVN OF 01 X LIVING SHELTER FOR 20 MEN AT MTN ART BDE CAMP AND PROVN OF DRAINAGE IN BATHROOM FOR ORS AT FD REGT (PARBAT ALI) OF AGE B/R AND AGE E/M UNDER GE TENGA
2026_MES_781629_1
8235/E8
Open Tender
Civil Works
Item Rate
180 days
GE TENGA
PLS REF NIT
7 documents required · 7 mandatory
₹500
GE TENGA
₹69,800
Yes
15 Sept 2026
30 Jul 2026
27 Aug 2026
30 Jul 2026
20 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n,exc 1.5 m wide and n.exc 1.5 m deep for foundation and getting out in hard/dense soil all as specified and directed by Engr-in-Charge. | - | Cum | 100 | - |
| 2 | M&L PCC 1:2:4 type B2(using 40mm graded aggregate)as in suface channel and drain etc all as specified and directed by Engr-in-Charge. | - | Cum | 100 | - |
| 3 | Returning/filling in including spreading, levelling, watering and well remming in hard/dense soil . | - | Cum | 100 | - |
| 4 | Removing excavated material n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point. | - | Cum | 100 | - |
| 5 | M&L for PCC 1:3:6 type C-1(20 mm graded aggregate) precast cement concrete block masonry with solid blocks exc 10 cm in width and setting in CM 1:6 etc complete all as specified and directed by Engr-in-Charge. | - | Cum | 100 | - |
| 6 | M&L for providing PCC (1:3:6) type C1 using (20mm graded crush stone aggregate) as in copings including necessary formwork complete all as specified and directed by Engr-in-Charge. | - | Cum | 100 | - |
| 7 | M&L for rendering 15 mm in CM (1:6) over concrete wall surfaces finished even and smooth without using extra cement complete all as specified and directed. | - | Sqm | 100 | - |
| 8 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed by Engr-in-Charge. | - | Rm | 100 | - |
| 9 | M&L for MS TMT bars 10mm dia and over, cut to length, bend to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | - | Kg | 100 | - |
| 10 | M&L for providing pre-cast RCC (1:2:4) type B1 using (20mm graded crush stone aggregate) as in cover slabs of manholes and similar location including necessary formwork and set in CM 1:4 complete all as specified and directed by Engr-in-Charge. | - | Cum | 100 | - |
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