Military Engineer Services-MES has published Tender For Provision Of Damaged Perimeter Security Wall Near Post No 6 And Post No 9 Of Bn At Sunjuwan Mil Station Under Ge Jammu.. Submission Date for this Tender is 12-12-2023. Wall construction Tenders in jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Dec-2023 | REVISED BOQ | BOQ | 12-12-2023 |
| Sl. No. | Item Description |
| 1 | Demolition of brick work or stone/boulder masonry, built in lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles.built in cement mortar, complete all as specified and directed by Engr-in-Charge. |
| 2 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engr-in-Charge. |
| 3 | Demolition of reinforced cement concreteof any description in any position not otherwise specifically provided for, complete all as specified and directed by Engr-in-Charge. |
| 4 | Excavating over areas, n exc 1.5 m deep and getting out in soft /loose soil, complete all as specified and directed by Engr-in-Charge. |
| 5 | Description all as per srl item No 4 above but exc 1.50 but not exc 3.00 mtr, complete all as specified and directed by Engr-in-Charge. |
| 6 | Description all as per srl item No 4 above but exc 3.00 but not exc 4.50 mtr, complete all as specified and directed by Engr-in-Charge. |
| 7 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed by Engr-in-Charge. |
| 8 | RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beam; plinth beams; bases of columns, etc.;basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engr-in-Charge. |
| 9 | RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and as directed by Engr-in-Charge. |
| 10 | RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed by Engr-in-Charge. |
| 11 | M&L for RCC M-25 (20 graded aggregater for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and directed by Engr-in-Charge. |
| 12 | Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions etc, square, ractangular or polygonal, to obtain rough finished flat surface of concrete complete all as specified and as directed. |
| 13 | Use and waste of formwork to sides of concrete 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, to obtain rough finished flat surfaces of concrete complete all as specified and as directed. |
| 14 | Use and waste of form work to sides and sofits of floor or roof beams, beams haunching, girders, bressummers, lintels, cantilevers,shelves including supports, overhangs etc to obtain rough finished flat surface of concrete complete all as specified and as directed by Engr-in-Charge. |
| 15 | Use and waster of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and directed by Engr-in-Charge. |
| 16 | TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge. |
| 17 | TMT mild steel bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and includingMS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge. |
| 18 | Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed by Engr-in-Charge. |
| 19 | Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacings and strainning and fixing to any type ofstandrad rails strainning bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line of wire is to be measured ) |
| 20 | Brick work with old size sub class "B" bricks, straight or curved on plan exc 6 m mean radiusin half brick thick built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge. |
| 21 | 15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, finish surfaces even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge. |
| 22 | Preparing newly plastered or unplastered surfaces of wall and applying two coats of cement base paint over a coat of suitable primer, complete all as specified and as directed by Engr-in-Charge. |
| 23 | Supply only liquid water proofing compound, complete all as specified and directed by Engr-in-Charge. |
| 24 | M&L for preparation of newsurfaces of steel or iron surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engr-in-Charge. |
| 25 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by Engr-in-Charge. |
| 26 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed by Engr-in-Charge. |
| 27 | S&F 600 mm dia Concertina Coil on Y angle, complete all as specified and directed by Engr-in-Charge. |
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