Military Engineer Services-MES has published Tender For Provision Of Stilt Floor Parking (25M X 12M) Of Asha School, Happy Valley, Shillong Under Ge Shillong. Submission Date for this Tender is 14-11-2023. Building Work Tenders in shillong Meghalaya. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-Oct-2023 | Other amendment | Other | 07-11-2023 |
| 2 | 07-Nov-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 14-11-2023 |
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5 m depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc., not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 2 | Material and labour for cement concrete 1:4:8 type D2 (using 40mm graded stone aggregates) as in foundation filling and mass concrete complete all as specified and directed. |
| 3 | Material and labour for Reinforced cement concrete M-25 (design mix) (using 20mm graded stone aggregates) as in Foundations, including rafts, footings, foundation plinth beams; bases for columns, etc. basement slabs, under- reamed piles and mass concrete complete all as specified and directed. |
| 4 | Material and labour for Reinforced cement concrete, M-25 (design mix) (using 20mm graded stone aggregates) as in columns, pillars, piers, posts and struts complete all as specified and directed. |
| 5 | Material and labour for Reinforced cement concrete, M-25(design mix)(using 20mm graded stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. |
| 6 | 6 Material and labour for Reinforcement cement concrete, M-25(design mix) (using 20mm graded stone aggregates) as in 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. |
| 7 | Material and labour for TMT bars 10mm dia and over, cut to length, bent to shape required including bending and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 8 | All as per item No. 7.00 here-in-before, but 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders complete all as specified and directed. |
| 9 | Use and waste of Formwork to sides of concrete as in foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter for fair finished flat surfaces complete all as specified and directed. |
| 10 | Use and waste of Formwork as in sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of rectangular, square or polygonal complete all as specified and directed. |
| 11 | Use and waste of Formwork to sides and soffits of floor or roof beams, beam hunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangsetc. also splays between floors and beams etc for rough finished flat surfaces complete all as specified and directed. |
| 12 | Use and waste Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick for rough finished flat surfaces of concrete complete all as specified and directed. |
| 13 | Material and labour for rendering 10 mm thick on concrete surfaces in cement mortar (1:6) as backing coat and 5 mm thick in cement mortar 1:4finishing the surface even and smooth without using extra cement, including mixing liquid water proofing compound as per manufacturer instruction complete all as specified and as directed. Note:- WPC will be measured & paid separately |
| 14 | Material and labour for two coats of Pitch Free PU based Liquid applied single component elastomeric waterproofing membrane (Nitoproof 600PF or equivalent) applied by using suitable spray machine over concrete surface, surface may be reinforced with suitable fabric reinforcement prior to the treatment and each coat should be of minimum 1.5 mm thickness, shrinkage and non moving cracks should be pre treated with not less than 1.5 mm thick coating of elastomeric waterproofing membrane extending 75mm either side of crack all as specified and directed. Note:Cost of elastomeric waterproofing Membrane, fibre reinforcement, crack repairing and other connected items are deemed to be included in the quoted rate. |
| 15 | Material and labour for rendering 10mm thick in cement mortar 1:6 on brick or concrete surfaces of walls to be finished even and smooth (without using extra cement) complete all as specified and directed. |
| 16 | Supply only liquid water proofing compound. |
| 17 | Removing excavated material/soil not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 18 | Returning, filling in including spreading, leveling, watering & well ramming in layers not exceeding 25cm of hard/dense or soft/loose soil complete all as specified and directed. |
| 19 | Material and labour for preparation of new plastered surfaces and applying two coats of cement base paint of approved colour over priming coat on exterior wall complete all as specified and directed. |
| 20 | Material and labour for preparation of new plastered/concrete surfaces of walls, providing 2mm thick of wall care putty to achieve smooth surfaces and applying two coats of Oil Bound distemper of approved shade/tint over a coat of compatiable primer complete all as specified and directed. |
| 21 | Material and labour for three coats of white wash on new ceiling surfaces including preparation of surfaces complete all as specified and directed. |
| 22 | Material and labour for Hardcore of gauge not exceeding 63mm, deposited, spread and leveled in layers not exceeding 15cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. |
| 23 | Material and labour for 75 mm thick cement concrete 1:4:8, type D-2, (using 40 mm graded stone aggregates) as in Sub base of floor complete all as specified and directed. |
| 24 | Material and labour for 40 mm thick PCC 1:2:4 type B-1(using 20mm graded stone aggregates) complete all as specified and directed |
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