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Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
5 Sept 2026, 6:00 pm
GE SILCHAR
Office of the GE Silchar Masimpur
SPL REPAIR TO RETAINING WALL OF BLDG NO T-03 OF 457 FD HOSP AT AIZAWL MIL STN
2026_MES_784654_1
8186A/E8
Open Tender
Civil Works
Item Rate
180 days
Aizawl
Class D Category a i and other criteria as per NIT and Tender Doc
8 documents required · 8 mandatory
₹500
GE Silchar
₹87,200
Yes
15 Aug 2026
15 Aug 2026
8 Sept 2026
15 Aug 2026
5 Sept 2026
29 Aug 2026
15 Aug 2026 - 22 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B & R Division Items | - | - | - | - |
| 2 | Demolition of Concrete of any description and in any position not otherwise specifically provided complete all as specified and directed. | 33.2 | Cum | - | - |
| 3 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and as directed. | 190.1 | Cum | - | - |
| 4 | Excavating in trenches, n exc 1.50 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 hard/dense type of soil complete all as specified and directed. | 30 | Cum | - | - |
| 5 | Returning, filling in trenches including spreading, leveling watering and ramming in layers not exceeding 25cm complete all as specified and directed. | 10 | Cum | - | - |
| 6 | Removing of surplus soil not exceeding 50 m and deposited where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed. | 20 | Cum | - | - |
| 7 | M&L for Hand packing of stone boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. | 103.9 | Cum | - | - |
| 8 | M&L for PCC (1:4:8), Type D2 using 40 mm graded stone aggregate as in foundations, sub-base,filling and mass concrete complete all as specified and directed. | 7.7 | Cum | - | - |
| 9 | M&L for Walling of square rubble ,coursed in retainning walls, abutments and similar works regular coursed,well bonded,bedded and solidly hearted,built in cement mortar(1:6) with lime/sand stone and PCC (1:3:6) type C1 precast bond stone (in lieu of stone bond stone ) set in cement mortar (1:4) brought upto courses Complete all as specified and directed
Note :- (i) Precast PCC Bond stone shall be measured and paid separately against relevant item
(ii) Square rubble Masonary will be measured after deducting PCC Bond stone | 164.5 | Cum | - | - |
| 10 | M & L for precast PCC (1:3:6) type C1 using 20 mm graded stone aggregates as bond stone use for retainning wall, abutment and similar works and set in cement mortar 1:4 including neceessary formwork Complete all as specified and directed | 7.8 | Cum | - | - |
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8186A-TP.pdf
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8186A-SchOfCreditformat.pdf
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