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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.9 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹44.7 L+₹1.8 L (4.22%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹45.7 L+₹2.8 L (6.56%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹45.7 L+₹2.9 L (6.71%)Rejected-Finance OLD MISSAMARI PO PS MISSAMARI DISTT SONITPUR ASSAM PIN 784506 | SONITPUR | ASSAM | 784506 | L4 | Rejected-Finance OTHER THAN L1 | |
| 5 | L5₹46.0 L+₹3.2 L (7.35%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | Raj Enterprise L6 | M/S JALALUDDIN AHMED L8 | M/S L N ENTERPRISE L7 | M/S IMRAN ALI L1 | M/S TANISHQ CONSTRUCTIONS L4 | M/S SAMJHANA CONSTRUCTION L3 | M/S RSB ENTERPRISES L2 | M/S SONITPUR BUILDERS L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 0.00Note 1: (Applicable for all parts/items) : The bidders/contractors are advised to read tender document, all drawings & all corrigendum/amendments and general condition of contracts before entry/quoting the rates. Note 2:- Attention to bidder is hereby invited to upload revised BOQ if published during their bid submission. Uploading of incorrect/ pre-revised BOQ shall be treated as non bonafide and rejected. Fixed credit has been given in technical documents which shall be taken into account during acceptance of bid/tender. | |||||||||||
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 450 | Sqm | 22 ₹9,900 | 24 ₹10,800 | 20 ₹9,000 | 16 ₹7,200 Lowest | 22 ₹9,900 | 18 ₹8,100 | 16 ₹7,200 Lowest | 18 ₹8,100 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier
holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil. | 118.55 | Cum | 140 ₹16,597 | 120 ₹14,226 | 138 ₹16,359.9 | 120 ₹14,226 | 115 ₹13,633.25 Lowest | 130 ₹15,411.5 | 124 ₹14,700.2 | 120 ₹14,226 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but n. exc 3.00 m in depth; for foundation, etc. getting out in soft / loose soil.
complete all as specified and directed. | 13.5 | Cum | 155 ₹2,092.5 | 165 ₹2,227.5 | 140 ₹1,890 | 136 ₹1,836 | 160 ₹2,160 | 160 ₹2,160 | 134 ₹1,809 Lowest | 145 ₹1,957.5 |
| 4.00 | M & L for plain cement concrete type E2 (1:5:10) (40mm graded aggregate) as in foundations, filing & mass concrete complete all as specified and directed. | 8.75 | Cum | 5,500 ₹48,125 | 5,400 ₹47,250 | 5,700 ₹49,875 | 4,800 ₹42,000 Lowest | 5,600 ₹49,000 | 5,600 ₹49,000 | 5,050 ₹44,187.5 | 5,400 ₹47,250 |
| 5.00 | M&L for RCC design mix M-25 mix using 20 mm graded stone aggregate as in column footing including raft footings, foundation, plinth beam, bases of column etc complete all as specified and directed. | 31.77 | cum | 12,300 ₹3,90,771 | 13,000 ₹4,13,010 | 11,300 ₹3,59,001 | 10,600 ₹3,36,762 Lowest | 12,050 ₹3,82,828.5 | 11,350 ₹3,60,589.5 | 10,850 ₹3,44,704.5 | 12,200 ₹3,87,594 |
| 6.00 | M&L for RCC design Mix M-25 mix using 20 mm graded stone aggregate as in columns, pillars etc complete all as specified and directed. | 13.5 | cum | 13,050 ₹1,76,175 | 13,000 ₹1,75,500 | 11,500 ₹1,55,250 | 10,850 ₹1,46,475 Lowest | 12,000 ₹1,62,000 | 11,300 ₹1,52,550 | 11,500 ₹1,55,250 | 12,000 ₹1,62,000 |
| 7.00 | M&L for RCC Design Mix M-25 using 20 mm graded stone aggregate as in beam, roof beam, cantilevers, lintel beam, etc complete all as specified and directed. | 12.6 | cum | 12,800 ₹1,61,280 | 12,800 ₹1,61,280 | 12,000 ₹1,51,200 | 10,800 ₹1,36,080 Lowest | 12,200 ₹1,53,720 | 11,500 ₹1,44,900 | 11,200 ₹1,41,120 | 11,800 ₹1,48,680 |
| 8.00 | S&F forTMT bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. | 5,136.69 | Kgs | 122 ₹6,26,676.18 Lowest | 126 ₹6,47,222.94 | 126 ₹6,47,222.94 | 122 ₹6,26,676.18 Lowest | 122 ₹6,26,676.18 Lowest | 124 ₹6,36,949.56 | 126 ₹6,47,222.94 | 124 ₹6,36,949.56 |
| 9.00 | S&F for TMT bars 6 to 8mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, beams, slabs, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified. | 2,563.35 | Kgs | 125 ₹3,20,418.75 | 128 ₹3,28,108.8 | 130 ₹3,33,235.5 | 124 ₹3,17,855.4 Lowest | 128 ₹3,28,108.8 | 128 ₹3,28,108.8 | 126 ₹3,22,982.1 | 130 ₹3,33,235.5 |
Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
13 Jun 2026, 6:00 pmClosed
GE NORTH TEZPUR
GE(North)Tezpur Solmara PO-Dekargaon Dist - Sonitpur Assam - 784501
PROVN OF 01 X MT GARAGE (APPROX 30 MTR LENGTH X 15 MTR WIDTH) OF 19 WEU UNDER GE (N) TEZPUR
2026_MES_767317_1
GE(N)/TEZ/2026-27/8231
Open Tender
Civil Works
Works
180 days
GE NORTH TEZPUR
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE (North) Tezpur
₹87,200
Yes
25 Jul 2026
23 May 2026
15 Jun 2026
23 May 2026
13 Jun 2026
6 Jun 2026
23 May 2026 - 6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 450 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier
holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil. | 118.55 | Cum | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but n. exc 3.00 m in depth; for foundation, etc. getting out in soft / loose soil.
complete all as specified and directed. | 13.5 | Cum | - | - |
| 4 | M & L for plain cement concrete type E2 (1:5:10) (40mm graded aggregate) as in foundations, filing & mass concrete complete all as specified and directed. | 8.75 | Cum | - | - |
| 5 | M&L for RCC design mix M-25 mix using 20 mm graded stone aggregate as in column footing including raft footings, foundation, plinth beam, bases of column etc complete all as specified and directed. | 31.77 | cum | - | - |
| 6 | M&L for RCC design Mix M-25 mix using 20 mm graded stone aggregate as in columns, pillars etc complete all as specified and directed. | 13.5 | cum | - | - |
| 7 | M&L for RCC Design Mix M-25 using 20 mm graded stone aggregate as in beam, roof beam, cantilevers, lintel beam, etc complete all as specified and directed. | 12.6 | cum | - | - |
| 8 | S&F forTMT bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. | 5,136.69 | Kgs | - | - |
| 9 | S&F for TMT bars 6 to 8mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, beams, slabs, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified. | 2,563.35 | Kgs | - | - |
| 10 | M&L for use and waste of form work to sides of concrete foundation, footing, bases of columns, rafts and raft beams, sides and soffits of foundation and plinth beams and similar work,vertical or to the batter of rough finished surface complete all as specified . | 230 | Sqm | - | - |
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