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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAdmitted-Finance | ₹24.2 L | L1 | Admitted-Finance |
| 2 | L2₹27.8 L+₹3.6 L (14.8%)Admitted-Finance | ₹27.8 L+₹3.6 L (14.8%) | L2 | Admitted-Finance |
| 3 | L3₹28.6 L+₹4.4 L (18.2%)Admitted-Finance | ₹28.6 L+₹4.4 L (18.2%) | L3 | Admitted-Finance |
| 4 | L4₹29.8 L+₹5.6 L (23.2%)Admitted-Finance | ₹29.8 L+₹5.6 L (23.2%) | L4 | Admitted-Finance |
| 5 | L5₹31.9 L+₹7.7 L (31.9%)Admitted-Finance | ₹31.9 L+₹7.7 L (31.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S P K ENTERPRISES L1 | M/S TSERING ENTERPRISES L6 | M/S ROLTSO ENTERPRISES L3 | M/S SONAM PEMA ENTERPRISES L2 | BROKPA CONSTRUCTION L7 | M/S NT ENTERPRISES L4 | M/S PASSANG CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 hard/dense soil complete all as specified and directed by Engr-in-Charge. | 130 | Cum | 1,050 ₹1,36,500 Lowest | 1,600 ₹2,08,000 | 1,450 ₹1,88,500 | 1,200 ₹1,56,000 | 1,700 ₹2,21,000 | 1,300 ₹1,69,000 | 1,500 ₹1,95,000 |
| 2.00 | Excavating in trenches, exc 1.5 m wide and not exc 3.00m 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 hard/dense soil complete all as specified and directed by Engr-in-Charge. | 105 | Cum | 1,210 ₹1,27,050 Lowest | 1,600 ₹1,68,000 | 1,800 ₹1,89,000 | 1,500 ₹1,57,500 | 1,720 ₹1,80,600 | 1,600 ₹1,68,000 | 1,500 ₹1,57,500 |
| 3.00 | M&L for cement concrete 1:4:8 type D2 (40 mm graged aggregate) in foundation and filling mass concrete complete all as specified and directed by Engr-in-Charge. | 16 | Cum | 9,500 ₹1,52,000 Lowest | 12,500 ₹2,00,000 | 10,500 ₹1,68,000 | 10,000 ₹1,60,000 | 12,400 ₹1,98,400 | 10,200 ₹1,63,200 | 11,000 ₹1,76,000 |
| 4.00 | Demolition of brickwork or stone/ boulder masonry build in cement mortar including all quoins, arches, pillars ets, including ashlar facings, dressed stonework, precast concrete article and precast concrete block walling complete all as specified and directed. | 53 | cum | 2,000 ₹1,06,000 Lowest | 2,500 ₹1,32,500 | 2,300 ₹1,21,900 | 2,200 ₹1,16,600 | 2,400 ₹1,27,200 | 2,500 ₹1,32,500 | 2,600 ₹1,37,800 |
| 5.00 | M&L for type C1, 1:3:6 (20mm graded aggregate) Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete 1:6 complete all as specified and directed by Engr-in-Charge. | 53 | Cum | 11,000 ₹5,83,000 Lowest | 12,650 ₹6,70,450 | 14,000 ₹7,42,000 | 11,500 ₹6,09,500 | 12,890 ₹6,83,170 | 11,800 ₹6,25,400 | 12,500 ₹6,62,500 |
| 6.00 | Demolation of cement concrete of any description and in any position otherwise specially provided for reinforced concrete complete. | 10.38 | cum | 2,000 ₹20,755 | 2,720 ₹28,226.8 | 1,900 ₹19,717.25 Lowest | 2,100 ₹21,792.75 | 2,900 ₹30,094.75 | 2,200 ₹22,830.5 | 2,600 ₹26,981.5 |
| 7.00 | M&L for PCC type B1, 1:2:4 (20mm graded aggregate) in lintels upto 1.5m clear span, 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 in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed by Engr-in-Charge. | 4.16 | Cum | 11,000 ₹45,760 Lowest | 12,650 ₹52,624 | 13,000 ₹54,080 | 11,500 ₹47,840 | 12,900 ₹53,664 | 11,580 ₹48,172.8 | 12,500 ₹52,000 |
| 8.00 | Use & waste flat formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit only shall be paid for under item 07010) complete all as specified and directed by Engr-in-Charge. | 41.3 | Sqm | 450 ₹18,585 Lowest | 650 ₹26,845 | 460 ₹18,998 | 500 ₹20,650 | 670 ₹27,671 | 550 ₹22,715 | 600 ₹24,780 |
| 9.00 | Use & waste flat Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping)complete all as specified and directed by Engr-in-Charge. | 57.6 | Sqm | 500 ₹28,800 Lowest | 680 ₹39,168 | 560 ₹32,256 | 600 ₹34,560 | 670 ₹38,592 | 650 ₹37,440 | 700 ₹40,320 |
| 10.00 | M&L for RCC (nominal mix) type B1, 1:2:4 (20mm graded aggregate) as 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 directed by Engr-in-Charge. | 5.76 | Cum | 12,000 ₹69,120 Lowest | 12,900 ₹74,304 | 12,200 ₹70,272 | 12,500 ₹72,000 | 14,000 ₹80,640 | 13,000 ₹74,880 | 13,200 ₹76,032 |
Tender Value
Refer Docs
EMD Value
₹48,000
Closing Date
24 Aug 2026, 6:00 pmClosed
Maj Rohit Gogoi
GE 859 EWS
SPECIAL REPAIT TO SEPTIC TANK SEWAGE LINE AND MISC SEWAGE WKS UNDER GE 859 EWS
2026_MES_781099_1
9068/E8
Open Tender
Civil Works
Item Rate
BAISAKHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE 859 EWS
₹48,000
Yes
27 Aug 2026
3 Aug 2026
25 Aug 2026
3 Aug 2026
24 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 hard/dense soil complete all as specified and directed by Engr-in-Charge. | 130 | Cum | - | - |
| 2 | Excavating in trenches, exc 1.5 m wide and not exc 3.00m 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 hard/dense soil complete all as specified and directed by Engr-in-Charge. | 105 | Cum | - | - |
| 3 | M&L for cement concrete 1:4:8 type D2 (40 mm graged aggregate) in foundation and filling mass concrete complete all as specified and directed by Engr-in-Charge. | 16 | Cum | - | - |
| 4 | Demolation brickwork or stone/boulder masonary built in cement mortar complete. | 53 | cum | - | - |
| 5 | M&L for type C1, 1:3:6 (20mm graded aggregate) Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete 1:6 complete all as specified and directed by Engr-in-Charge. | 53 | Cum | - | - |
| 6 | Demolation of cement concrete of any description and in any position otherwise specially provided for reinforced concrete complete. | 10.38 | cum | - | - |
| 7 | M&L for PCC type B1, 1:2:4 (20mm graded aggregate) in lintels upto 1.5m clear span, 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 in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed by Engr-in-Charge. | 4.16 | Cum | - | - |
| 8 | Use & waste curved formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in
walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit only shall be paid for under item 07010) complete all as specified and directed by Engr-in-Charge. | 41.3 | Sqm | - | - |
| 9 | Use & waste curved Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping)complete all as specified and directed by Engr-in-Charge. | 57.6 | Sqm | - | - |
| 10 | M&L for RCC (nominal mix) type B1, 1:2:4 (20mm graded aggregate) as 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 directed by Engr-in-Charge. | 5.76 | Cum | - | - |
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