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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹20.3 L+₹17,765 (0.88%)Rejected-Finance RANGIYA STATION ROAD WARD NO 2 PO RANGIYA DIST KAMRUP ASSAM PIN 781365 | BAKSA | ASSAM | 781365 | L2 | Rejected-Finance Other than L1 bidder | |
| 3 | L3₹22.8 L+₹2.7 L (13.3%)Rejected-Finance | L3 | Rejected-Finance Other than L1 bidder |
| Sl No | Description | Qty | Unit | KAKWANI BUILDERS L1 | M/s SHARMA BUILDERS & ENGINEERS L2 | R S TRADERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Material and labour for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation ,filling and mass concrete complete all as specified and directed . | 1.5 | Cum | 4,800 ₹7,200 Lowest | 5,500 ₹8,250 | 5,800 ₹8,700 |
| 2.00 | Material and labour for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for, water troughs and the like including weathering, slightly rounded or chamfered angles and throating etc , complete all as specified and as directed. | 0.5 | Cum | 6,500 ₹3,250 | 5,500 ₹2,750 Lowest | 8,000 ₹4,000 |
| 3.00 | Material and labour for PCC 1:3:6 type C-1 using (20mm graded stone aggregate) as in bed blocks for hold fast,Coping errection of posts etc complete all as specified and directed. | 0.1 | Cum | 5,000 ₹500 Lowest | 5,500 ₹550 | 6,800 ₹680 |
| 4.00 | Material and labour RCC Nominal Mix (1:1.5:3) Type A1 (using 20mm graded stone aggregate) on slabs supported on walls , beams and columns in floors , roofs,landings,balconies, canopies deck slabs, and in shelves and the like complete all as specified and as directed. | 1.2 | Cum | 7,500 ₹9,000 Lowest | 9,300 ₹11,160 | 10,000 ₹12,000 |
| 5.00 | Material and labour RCC Nominal Mix (1:1.5:3) Type A1 (using 20mm graded stone aggregate) chajja, Facia etc and the like complete all as specified and as directed. | 1.8 | Cum | 7,500 ₹13,500 Lowest | 9,300 ₹16,740 | 10,000 ₹18,000 |
| 6.00 | Material and labour for PCC 1:3:6 type C0 (using 12.5mm graded stone aggregate) as in filling the hollow portion of steel frame complete all as specified and directed. | 0.2 | Cum | 4,800 ₹960 Lowest | 5,300 ₹1,060 | 7,000 ₹1,400 |
| 7.00 | Supply only water proofing compound. | 53 | Kg | 95 ₹5,035 | 75 ₹3,975 Lowest | 180 ₹9,540 |
| 8.00 | Material and labour for brick work with sub class "B" bricks, straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specifed and directed. | 5 | Cum | 7,500 ₹37,500 Lowest | 8,500 ₹42,500 | 8,700 ₹43,500 |
| 9.00 | Material and labour for brick work with sub class "B" bricks, straight or curved on plan exc to any radius in half brick thick walls built in built in CM 1:4 complete all as specifed and directed | 20 | Sqm | 750 ₹15,000 Lowest | 850 ₹17,000 | 900 ₹18,000 |
| 10.00 | Material and labour for form work on flat sides to soffits of suspended roof slabs not exc 200 mm thick (Horizontal or sloping), walls , beams and columns in floors,landings,balconies, canopies deck slabs, and in shelves rough finished surface of concrete all as specified and as directed. | 20 | Sqm | 225 ₹4,500 | 200 ₹4,000 Lowest | 400 ₹8,000 |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
16 Jun 2026, 6:00 pmClosed
GE Narangi
GE NARANGI C/O 99 APO
REPAIR OF FINS/ FACIA/ CHAJJA, ROLLING SHUTTER, REPAIR OF FLOORING, REPLACEMENT OF ROOF SHEET, FALSE CEILING, RAIN WATER PIPE, SERVICE SHAFT, CERTAIN JOINERY AND OTHER CONNECTED WORK AT OTM/ MD ACCN IN AOR OF AGE B/R I UNDER GE NARANGI
2026_MES_768308_1
8230/B/E8
Open Tender
Civil Works
Item Rate
180 days
Guwahati
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Narangi
₹50,000
Yes
19 Aug 2026
27 May 2026
18 Jun 2026
27 May 2026
16 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material and labour for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation ,filling and mass concrete complete all as specified and directed . | 1.5 | Cum | - | - |
| 2 | Material and labour for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for, water troughs and the like including weathering, slightly rounded or chamfered angles and throating etc , complete all as specified and as directed. | 0.5 | Cum | - | - |
| 3 | Material and labour for PCC 1:3:6 type C-1 using (20mm graded stone aggregate) as in bed blocks for hold fast,Coping errection of posts etc complete all as specified and directed. | 0.1 | Cum | - | - |
| 4 | Material and labour RCC Nominal Mix (1:1.5:3) Type A1 (using 20mm graded stone aggregate) on slabs supported on walls , beams and columns in floors , roofs,landings,balconies, canopies deck slabs, and in shelves and the like complete all as specified and as directed. | 1.2 | Cum | - | - |
| 5 | Material and labour RCC Nominal Mix (1:1.5:3) Type A1 (using 20mm graded stone aggregate) chajja, Facia etc and the like complete all as specified and as directed. | 1.8 | Cum | - | - |
| 6 | Material and labour for PCC 1:3:6 type C0 (using 12.5mm graded stone aggregate) as in filling the hollow portion of steel frame complete all as specified and directed. | 0.2 | Cum | - | - |
| 7 | Supply only water proofing compound. | 53 | Kg | - | - |
| 8 | Material and labour for brick work with sub class "B" bricks, straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specifed and directed. | 5 | Cum | - | - |
| 9 | Material and labour for brick work with sub class "B" bricks, straight or curved on plan exc to any radius in half brick thick walls built in built in CM 1:4 complete all as specifed and directed | 20 | Sqm | - | - |
| 10 | Material and labour for form work on flat sides to soffits of suspended roof slabs not exc 200 mm thick (Horizontal or sloping), walls , beams and columns in floors,landings,balconies, canopies deck slabs, and in shelves rough finished surface of concrete all as specified and as directed. | 20 | Sqm | - | - |
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