Military Engineer Services-MES has published Tender For Repairs To Wall, Pcc Coping Plastering, Steel Gate And Painting To Compound Wall And Repairs/Replacement Of Concertina Coil, Barbed Wires Angle Irons And Fencing Gate To Security Wall At Ins Kalinga Unde Ge(P) Navy Kalinga. Submission Date for this Tender is 19-06-2023. Wall construction Tenders in visakhapatnam Andhra Pradesh. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 12-Jun-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 19-06-2023 |
Sl. No. | Item Description |
1 | Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement limemortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified . |
2 | Demolition of cement concrete concrete of any description and in any position not otherwise specifically provided for complete all as specified. |
3 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge. |
4 | M&L for walling of random rubble masonry uncoursed, well bonded bedded and solidity hearted built in CM 1:6 complete all as specified and as directed |
5 | All as per Srl item No. 04 but except stone complete all as specified and as directed. |
6 | M & L for brickwork with Fly ash bricks, straight or curved on plan exc 6m mean radius with built inCM 1:6 |
7 | 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 any type of soil |
8 | M & L for cement concretetype D2 of 1:4:8 of (40 mm aggregate) in foundations, filling and mass concrete |
9 | M & L for RCC (1:1.5:3) Type A1( 20 mm graded stone aggregate) in Foundations, including rafts, footings, plinth beam etc and mass concrete complete all as specified and as directed by Engineer-in-Charge |
10 | M & L for RCC (1:1.5:3)Type A1( 20 mm graded stone aggregate)Columns, pillars, piers, posts and struts |
11 | M & L for RCC (1:1.5:3)Type A1( 20 mm graded stone aggregate)in beams,Cantilevers,lintels over 1.5 m span |
12 | Use and waste of form work to sides offoundation/footings, plinth beams and similar work for rough finished surfaces complete all as specified and directed. |
13 | Use and waste of form work to sides of columns and pillarsforfair finished surfaces complete all as specified and directed. |
14 | Use and waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. |
15 | M & LTMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
16 | M & L TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
17 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil. |
18 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point |
19 | M & L for Cement concrete of type C1, 1:3:6 of (20 mm aggregate) in Coping , 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed. |
20 | Taking down Cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. |
21 | Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought up to courses in cement mortar |
22 | M&L for 10 mmthick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:4 withRough cast plaster as specified complete all as specified and directed by the engineer in charge |
23 | M & L for rendering 15mm thick with CM 1:4on fair faces of brickwork or concrete surfaces finished even and fair without using extra cement complete all as directed |
24 | M&L flush pointing random rubble masonry, uncoursed or brought upto courses in CM 1:4 complete all as directed |
25 | M&L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in CM 1:4 complete all as specified |
26 | Dismantling of RCC Jally ,Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) one way complete all as specified |
27 | M & L for precast cement concrete (1:2:4), Type B-0, using 12.5 mm aggregate louvers and jallies,40 mm thick (measured solid),set in Cement mortar 1:4 complete all as specified and directed |
28 | Dismantling of fencing wire mesh orConcertina coil of any type in anyposition not otherwise provided for all as specified and as directed |
29 | Dismantling mild steel work of any description not otherwise provided for |
30 | S&F mild steel work in hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding 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 directed by the Engineer-in-Charge. |
31 | All as per Srl item No. 30 but fixing only complete all as specified and as directed. |
32 | M&L for framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways railings, framework of water tanks and similar work conforming to Fe 290 Gde-E-165 for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc for ornamental and intricate design complete all as specified and as directed by the Engineer-in-Charge. |
33 | Running welding in repairs exc 2.50 cm but not exceeding 5 cm in length and thickness of weld is Exe 6 mm but not exc 9 mm all as specified and as directed |
34 | S&F 610mm dia. concertina coil, galvanised, precoated with black anti-corrosive paint, weighing approx. 8 Kg per coil of 6-8m stretch and fixing to any type of standard rails, straining bolts etc. including securing or tying at crossings with necessary clips/pins etc. complete all as specified and as directed by the Engineer-in-Charge. |
35 | All as per Srl item No. 34 but fixing only complete all as specified and as directed. |
36 | S&F galvanised. 2 strand, steel barbed wire 2.24mm dia. barbed with 2mm dia. barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed by the Engineer-in-Charge. Note: Each line wire will be measured. |
37 | M & L for preparation of new surfaces of wall and applying two coats of Cement base paint |
38 | M & L for preparation of new steel Surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer |
39 | M&L for preparation of new plastered surfaces and applying two coats of exterior emulsion paint over a coat of primer on walls complete all as specified and as directed by the Engineer-in-Charge. |
40 | M&L for preparation of old treatedsurfacesand applying one coat of exterior emulsion paint on walls complete all as specified and as directed by the Engineer-in-Charge. |
41 | M&L for preparation of old plastered surfaces and applying one coat ofcement based paint on walls complete all as specified and as directed by the Engineer-in-Charge. |
42 | M&L for welding in repair in any situation and in any position such as hinges and similar articles etc for steel door, gates, window, ventilators and grills etc complete all as specified and directed by Engineer-in-charge. |
43 | M&L for preparation of old painted steel and Iron surfaces over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed. |
44 | M & L for Cement concretetype C2 of 1:3:6 of (40 mm aggregate) in foundations, filling and mass concrete |
45 | Supply only PVC coated MS galvanised chain link, 5.5mm dia, 50mmx50mm mesh size. |
46 | Fixing only chain link fencing , including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc including provision of binding wire. |
47 | S&F 12mm dia Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long |
48 | M & L forsteel bars 10mm dia Round bar and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
49 | M&L Preparation of new or previously untreated steel surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a priming coat of Red oxide, zinc chrome primer |
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